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Home My WebLink About022-080-022AP 22- -22�T'- ....__.__ " ; f.. :�,,� r ^• .. - - -t- • _ - .a �! EUGENE BOUCHER Ik w/s SmithAve.mi. of Biggs -RIO �Bonito Rd., E. Biggs 7Z7/ ! ti IC I ; Permit# 1015-75B(add porch::.to ex. hse.) 022-08-0-022 93-1570 B i DAVIDSON, JANINE I LOT - �- ! BLOCK r sueely. 3491 SMITH AVE, BIGGS r ; I CONTR : BOB FICHTER it TYPE OF a I *' : REROOF/SF FERMI PERMIT O: I PLANING. DATE ISS 1 I I R•E M A R K S it T ! I 022-080-022 PERMIT#98-1459 i BOHANNON, Curt & Janet 3491 Smith Ave., Biggs Add 3 Bedrms & Cov Porch/SF i j C.3491 0 -(i%? 99-0 Nr�'k° 927 I c;)N, C iurt &Janet -4 +—i jBiggsiiiier �//U�G1$17—ODi' ♦C FiUTllly -2797 022-080-022 , MISCELLANEOUS Ag Exempt+— I AG EXEMPT BUILDING (HAY STORA LBOHANNON, 91 SMITH AVE -.i - - " CURT & JANET , ! I I '' I .0I I I 1 I i1 '�• •�)�� r) ! _,( �I•� '{:Cr! ��1 �i'v "ti.^j'i' I1iC. PERMIT DESIGNATION: B—BUIL,QING E—ELECTRICAL U—USE PERMIT HM—HOUSE,MOVING '' """P—PLUMBING '' TV—RADIO-TV ANTENNA V—VARIANCE EP—ENCROACHMENT = DEPARTMENT OF - — BUILDING AND SAFETY T—TRAILER - S/W—SIDEWALK NOTICE S—SIGN PERMIT D — DEMOLITION 600.1 M77M7�m 022-080-022 PERMIT#98-1459 i BOHANNON, Curt & Janet 3491 Smith Ave., Biggs Add 3 Bedrms & Cov Porch/SF i j C.3491 0 -(i%? 99-0 Nr�'k° 927 I c;)N, C iurt &Janet -4 +—i jBiggsiiiier �//U�G1$17—ODi' ♦C FiUTllly -2797 022-080-022 , MISCELLANEOUS Ag Exempt+— I AG EXEMPT BUILDING (HAY STORA LBOHANNON, 91 SMITH AVE -.i - - " CURT & JANET , ! I I '' I .0I I I 1 I i1 '�• •�)�� r) ! _,( �I•� '{:Cr! ��1 �i'v "ti.^j'i' I1iC. PERMIT DESIGNATION: B—BUIL,QING E—ELECTRICAL U—USE PERMIT HM—HOUSE,MOVING '' """P—PLUMBING '' TV—RADIO-TV ANTENNA V—VARIANCE EP—ENCROACHMENT = DEPARTMENT OF - — BUILDING AND SAFETY T—TRAILER - S/W—SIDEWALK NOTICE S—SIGN PERMIT D — DEMOLITION 600.1 t wW ] IL Z r mm SIG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. DATE �$IG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. DATE PLr11NRNl_' APPRI)VAT.r. PERMIT NUMBERf SIG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. DATE - ROUGH -IN 7' n , . , V t - GAS PRESSURE TEST WATER PIPING e - -- - - INSPECTION RECORD i t - - --- - BUILDING APPROVALS , Zi z O Orn l- U� Q.CD O W LL F a Z O O OW OW W WQ W ~e WSW �tFl1 fCLi ( WJ �Q 3 �`W U S Q = 0 ZO LL rd1+1 :� ZJ 1-J t� �1W� Z JO y 1 iPE 1 1 PLr11NRNl_' APPRI)VAT.r. PERMIT NUMBERf SIG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. DATE - ROUGH -IN 7' n , . , V t - GAS PRESSURE TEST WATER PIPING e - -- - - SEWER LINE ` i t - - --- - i 1 1 1 PLr11NRNl_' APPRI)VAT.r. PERMIT NUMBERf SIG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. DATE - ROUGH -IN 7' n , . , V t - GAS PRESSURE TEST WATER PIPING e - -- - - SEWER LINE ` APPLIANCES Q VENTS FINAL" ' ' - - --- - :lnplowsi fir WOW. wlmr)fij r� PERMIT NUMSERs ' BIG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. DATE ROUGH -IN FIXTURES & APPLIANCES METERS FINAL l4EYN19fi// WI XI)/I.`>' 12211,I1 1 FAR PERMIT NUMBERS DESIGNATION SIG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. DATE t BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CI -ECO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds BOHANNON, CURT & JANET Building Garage RemdUAddn P O BOX 255 2,400 BIGGS, CA 95917 Other Porch/Patio Total (530) 868-5620 2,400 ` FEE INFORMATION ' Ag Exemption Permit $109.98 EH Building Review Fee $70.00 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X. 12/14/2006 Contractor's Signature Date _ WORKERS' COMPENSATION DECLARATION., I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier. Policy Number. Exp. Date: (This section need not be completed if the permitis oris or on�dddollars ($100) or less. I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. X G 027 12/14/2006 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. 4 1 . CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip t otal unargea: $179.98 reel rata: 1179.98 Balance Due: $0.00 Receipt No: B1105 OWNER / BUILDER DECLARATION', I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractors License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). - ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: Owner's Signature 12/14/2006 Date I hereby certify that I have read this application and state that theabove information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am Mhorized to act on the property_owners half. f Owner 1:1 Contractor OR; Agent for Owner ❑Agent for Contractor FILE COPY PROJECT INFORMATION Site Address: 3491 SMITH AVE Owner: Permit NO: B06-2797 APN: 022-080-022 BOHANNON, CURT & JANET Permit type: MISCELLANEOUS P O BOX 255 Issued Date: 12/14/2006 By K_CG Subtype: Ag Exempt BIGGS, CA 95917 Expiration Date: 12/14/2007 Description: AG EXEMPT BUILDING (HAY STO (530) 868-5620 1 Occupancy: U-3 Zoning: A40 BOHANNON, CURT & JANET Building Garage RemdUAddn P O BOX 255 2,400 BIGGS, CA 95917 Other Porch/Patio Total (530) 868-5620 2,400 ` FEE INFORMATION ' Ag Exemption Permit $109.98 EH Building Review Fee $70.00 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X. 12/14/2006 Contractor's Signature Date _ WORKERS' COMPENSATION DECLARATION., I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier. Policy Number. Exp. Date: (This section need not be completed if the permitis oris or on�dddollars ($100) or less. I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. X G 027 12/14/2006 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. 4 1 . CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip t otal unargea: $179.98 reel rata: 1179.98 Balance Due: $0.00 Receipt No: B1105 OWNER / BUILDER DECLARATION', I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractors License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). - ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: Owner's Signature 12/14/2006 Date I hereby certify that I have read this application and state that theabove information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am Mhorized to act on the property_owners half. f Owner 1:1 Contractor OR; Agent for Owner ❑Agent for Contractor FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds AGRICULTURAL BUILDING EXEMPTION STATEMENT Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agriculrural products are processed, treated or packaged, nor shall it be a place used by the public. Buildings used for purposes other than described above or that are located in a flood hazard zone are not eligible for an agricultural exemption. Authorization of an agricultural exemption permit by the Department of Development Services does not preclude any requirements and/or review by the Butte County Public Works Department, Butte County Fire Department, Butte County Environmental Health, or any state and federal agencies Initials AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. Initials AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a comercial/industrial buildings Initials _�L AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum 23 feet from a residence and a mobile, and 40 feet from a comercial/industrial buildings Site Address: 3491 SMITH AVE Permit No: B06-2797 APN: 022-080-022 Square Footage: 2,400 Permit Type: MISCELLANEOUS Occupancy: U-3 Permit Subtype: Ag Exempt Zoning: A40 Description: AG EXEMPT BUILDING (HAY STORAGE. Required Setbacks: Applicant: BOHANNON, CURT & JANET Front: 50' Side: 25' Rear: 25' P O BOX 255 Type of Construction: BIGGSCA95917 (530) 868-5620 Type of Siding: Owner: BOHANNON, CURT & JANET Est. Const. Cost: $ 0.00 P O BOX 255 Roof Covering: BIGGS, CA 95917 (530) 868-5620 Floor Type: I declare under penalty of perjury that the building will be used as stated about, and the proposed use conforms withthe AG Building difintion. If any change in use or occupancy of the building is made, I will contact the Building Divison and obtain the necessary permits, inspections and approvals to comply with the requirmetns in effect at that time and before occupancy. Signature of owner: CST Date: 12/06/2006 FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND' SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name„ , _, / irst Name Mailing Address 77 0 '6- y— -z 5- S 1� City t State Zip Phone Fax E-mail APPLICANT INFORMATION CONTRACTOR Name Address 0 ,`t fl 6�m 1 H Address City 5 City Zip State Zip Phone Page Fax E-mail Date Approved: Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name Address 0 ,`t fl 6�m 1 H Address City 5 City Zip State Zip Phone Page Fax E-mail Date Approved: State License Number APPLICANT INFORMATION Name Flood Zone Address 0 ,`t fl 6�m 1 H 1, /„4 City 5 State� Zip Phone ` p S-gZ0 (? 0 Fax E-mail Page APPLICANT SIGNATURE For office use only: Zoning Flood Zone Cit SRA Yes o Occ. Type Const. Subdivision NameMap Book Page Lot # Planner Date Approved: PERMIT NO. BIN # PROJECT LOCATION APO ©Zy- 09-0-027-- 000 Pro rty A dress Cit Cross Street //lO &�11NT"0 WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: 1 1 ' "I Bldg cZ& SRA Receipt #: Sheriff SMIP 1 4 Ilj�j Other Date: / 1 �% Total Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 53&7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National pollutant Disharche Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1' ACRE 1 Reference Number: B06-2797 Date: 12/06/2006 Location: 3491 SMITH AVE By: KEJ Parcel Number: 022-080-022 Sub Type: A2 Exempt Owner Name: BOHANNON, CURT & JANET Phone: (530) 868-5620 Description: AG EXEMPT BUILDING (HAY STORAGE 2400) By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: C� f!` ! FILE Date: 12/06/2006 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: • Make sure your application is complete. • Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and °specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLI.CATION AND REFUND POLICY Application for which a permit has not been issued wil�e<pire one year after date of application. Refunds may only be made upon—tita ue y the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within o yea the date of fee payment. Fees paid at the time of application are for Plan Check and administration.X.- an Check portion o fe refundable only if the permit is cancelled or withdrawn before any plan cheZnork uding Division costs will bei de`dl � rior to authorizing a refund and a charge of $54.99 to process thetion will be assessed. Refunds on permits (issue be requested prior to the expiration of the permit, providbeen done pursuant to the permit. An Inspection may be required -(and deducted from any refund amount) to dek was done. Fee/refund inf9fmation can be read on-line at http:Hmunicipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B06-2797 Location: 3491 SMITH AVE Parcel Number: 022-080-022 Owner Name: BOHANNON, CURT & JANET Description: AG EXEMPT BUILDING (HAY STORAGE 2400) Date: 12/06/2006 Phone: (530) 868-5620 Signature of Property Owner: 60-X7— Date: 12/06/2006 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not cavy out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations unders state law, contact the Department of Benerit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform thier work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons prefessing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not requir3ed to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. I PERSONALLY P TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT YES R NO) (O(HA E/HAVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: AG EXEMPT BUILDING (HAY STORAGE 2400) Reference Number: B06-2797 Applicant Name: BOHANNO,N', CURT & JANET Signature of Property Owner: CJS ►v1 Date: 14, BUTTE COUNTY FEE SUMMARY Printed: 12/06/2006 7 County Center Drive 10:52 am Oroville,CA 75965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B06-2797 Job Address: 3491 SMITH AVE Contractor: Fee Description Account Number Fee Amount Paid Date Pmt Amt Ag Exemption Permit 0010-440001-4210500-1010 $109.98 12/06/2006 $109.98 EH Building Review Fee Printed By: Karen Jones 0021-540013-4614901-1010 $70.00 12/06/2006 $70.00 179.98 $179.98 Balance Due: $0.00 At the time of permit application, I was advised the above fees are required prior ro issuance of the permit. These fees may be changed during the plan checking process. Signature: OA)71 -3 - tntJ-�-r✓ Date: 12/06/2006 Pursuant to Government code Section 66020, you are herby notified those items listed above may been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). f t` NOTES ( RESI®ENTIAL . _ a 022-080-0?2 .,_ j , .99-0927 ! PERMIT NO.. BOHANNON, Curt & Janet 3491 :;midi-Avcnue, Biggs I ror,,; O%vncr t New Si. gle Family j i f tf j}4 .i ty 'S x �tYU ; SPECIAL CONDITIONS .. CHECKED BY SRA t FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY # OFFICE COPY Address S r ��err GAS k Meter By Dat&46'6 ]I ELECTRIC t Meter a r t GAS Meter By Date I ELECTRI Meter By D3jrl J� f. a t % ;.JOB FINALED (D Signature V= OK 0 = Not OK _ = Not Applicable 'MOBILE E HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLFG 7. Well Clearance 8 Disconnect 8. Utility Clearance r Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Card B-1 Date Card B-1' ' Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS, Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures j r� 6. Carports; Windows -Doors 7. Electric ' 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 1.j 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels `v Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1' ' Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 j r� V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL Date Dateq Underfloor (Plans) OK except #'s Card B- Date Card B-1 Date ` Hing -Setbacks -Ease ments- Flood -S lope Carder Date Card B-1 Date g., Main; Soils-Elec. Grnd.-/ Ftg. Depth PLUMBING (Permit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle 3. 4. Ftg., Garage; Soils-Steel-EI4. Grnd.-/ /" Ftg. Depth Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Water Pipe; Test & Anchor -Nail Protection 5. Stemwalls, Main; Steel-Blockouts-Wrapped D.W.V.; Test Fittings & Anchor -Nail Protection 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Shower Pan; Test, First Floor -Tub Access 6a. Hold s and Special Anchors Tub & Shower, Second Floor -Tub Access lab, Steel -Wrapped Ac ZZ 8. Hers -Fireplace Ftg.-Steel Date Fall -Fitting -Test -2 Way C/O -S r 4 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; i est ,* 11. Water Pipe; Test -Anchors -Regulator -Service Test (Permit) OK except #'s 12, Electric Underground fixture & Transformer Clearance -Ins. Protection 13. Plenums & Ducts; Clearance -Material -Support -Ins. Elec. Receptacles Spacing -Lights & Switches at Doors 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies F ,15. Access entilation mex Installed Close to Edge of Studs & C.J. 16. Insulation Date Card B-1 Date Card B-1 Date AMING (Permit) OK except #'s 40. Sit roper Materials & Anchors Walls ds -Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing Stop in Walls (rat proof) ire Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 Headers & Beams -Size & Bearing Single & Duplex) Date FRAMING (Continued) }Hangers -Post Caps -Anchors -Connectors '147. Cling. Joist-Rffr. Ties- Purl in- Roff Brac.-Truss-Shting.-Rfng. V4'6 F' eplace Ties or Type A Flue -Fireplace Throat Clearance A ' ccess; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions rage Fire Protection Framing 5 roperty Line Firewall &Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits airs; Width -Headroom -Rise -Run -Landing -Fire Protection 55._Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer --57- 'Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access GI ing Area -Glass Protection -Skylights -Plastic Sh r Walls; Nailing -Bolts 60. Xrace Interior/Exterior Wall P nels lation-Walls-Ceiling '' 62. Infiltration -Walls -Windows Date_ Date Card B-1 and B- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s �/Ex ps-Door & Sidelight Protection -Landings Sm Detector Furnace Vents -clearance -Comb, Air -Connector - Above Floor-Ducts-Mech., Protection F.I. CBath_F xtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels Stairs & Rails 0 Fireplace or Stove, Clearance -Hearth ec. lets at Wood Panel, Int. & Ext. i q. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 7.%!Elec. Outlets & Receptacles at Kit. Counter Swing -Landing -Closure 75/-<C. Duct in Garage -Damper 76-Wrr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection ZZ-4`115-Elec. & Mech. Equip. Listed for Location les in Garage (F.F.I.)-Romex Protection sulation-Foam-Looked in Attic 99. "aua BAi1 R ^ o Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Cle nce Looked under Floor a.Yes Ul-ro'llowing Instld./Drive ] Yes _ alks ] Yes o/Planters 0 Yes :1 No ove Roof, Plbg-AppliE ell, Disconnect, Elect Elec. Trim, G.F.I. Rec fr Throughout House toss Protection 90. Correc 'ons from Previous Inspections U,era`sTest-meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 3. Energy Compliance Certificate -Other Certificates Address Posted ate' I Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Dateq Card B- Date Card B-1 Date ` Carder Date Card B-1 Date 1 PLUMBING (Permit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle 8. Water Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Tub & Shower, Second Floor -Tub Access VLL Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date /ELECTRICAL (Permit) OK except #'s 23. fixture & Transformer Clearance -Ins. Protection 24 Elec. Receptacles Spacing -Lights & Switches at Doors 2 Size Boxes & No. of Conductors Stapled 26. mex Installed Close to Edge of Studs & C.J. 7. Equip. Ground made up w/Meeh Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30 ange Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At ulated Neutral ❑ Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33eeothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35 C. Ducts Insulation & Support 36. Fan, Exhaust above insulation CSPdMnsate Drain & Overflow, Size & Grade F ace -Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date AMING (Permit) OK except #'s 40. Sit roper Materials & Anchors Walls ds -Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing Stop in Walls (rat proof) ire Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 Headers & Beams -Size & Bearing Single & Duplex) Date FRAMING (Continued) }Hangers -Post Caps -Anchors -Connectors '147. Cling. Joist-Rffr. Ties- Purl in- Roff Brac.-Truss-Shting.-Rfng. V4'6 F' eplace Ties or Type A Flue -Fireplace Throat Clearance A ' ccess; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions rage Fire Protection Framing 5 roperty Line Firewall &Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits airs; Width -Headroom -Rise -Run -Landing -Fire Protection 55._Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer --57- 'Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access GI ing Area -Glass Protection -Skylights -Plastic Sh r Walls; Nailing -Bolts 60. Xrace Interior/Exterior Wall P nels lation-Walls-Ceiling '' 62. Infiltration -Walls -Windows Date_ Date Card B-1 and B- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s �/Ex ps-Door & Sidelight Protection -Landings Sm Detector Furnace Vents -clearance -Comb, Air -Connector - Above Floor-Ducts-Mech., Protection F.I. CBath_F xtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels Stairs & Rails 0 Fireplace or Stove, Clearance -Hearth ec. lets at Wood Panel, Int. & Ext. i q. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 7.%!Elec. Outlets & Receptacles at Kit. Counter Swing -Landing -Closure 75/-<C. Duct in Garage -Damper 76-Wrr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection ZZ-4`115-Elec. & Mech. Equip. Listed for Location les in Garage (F.F.I.)-Romex Protection sulation-Foam-Looked in Attic 99. "aua BAi1 R ^ o Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Cle nce Looked under Floor a.Yes Ul-ro'llowing Instld./Drive ] Yes _ alks ] Yes o/Planters 0 Yes :1 No ove Roof, Plbg-AppliE ell, Disconnect, Elect Elec. Trim, G.F.I. Rec fr Throughout House toss Protection 90. Correc 'ons from Previous Inspections U,era`sTest-meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 3. Energy Compliance Certificate -Other Certificates Address Posted ate' I Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: r COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER -PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the i above address and should be corrected. Please notice this office when correction of work is completed. If ve any questions pertaining to this matter, or need additional explanation, please co this office immediately. �-0v �00E LA 6- / i' t Date Inspector REV 10/92 COUNTY OF BUTTE N. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 MainStreet • Chico, CA • (530) 891-2751 Y 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 0 ni "7'Y - OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed: If you have any questions pertaining to this matter, or need additional explanation, plea a contact this office immediately. 5 (4 0 7/ -0, i REV 10/92 " CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS M ❑ BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 P.O.LOT `�/��' �' 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 Y ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 �{�,,] � - � </�� ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 _ � ^��( _i�� ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 • -`. II DATE Mf'ULATION COMPLETED CEILINGS ( SQUARE FEET) ( — SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM t ' BATTS FORM BATTS & BLOW FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF - OCF OCF_ BAGS R - VALUE - APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SOUAREFOOT -INSTALLED THICKNESS KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM-. R VALUE MANUFACTURER - FIBERGLASS BATTS OCF AIR INFILTRA'TION'SEALANT MATERIAL/ r MANUFACTURER �•, �� ' CI-�•-.�� _ ,O _ W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS,AND REGULATIONS. • SI N TURE SOLATION CONT A TOR — / TITLE MANAGER DT _ ' 1-Q Y SIG14A.T-W —GENERAL CONTRACTOR TITLE DATE REMARKS: SIC -303 ATTIC COPY e • "COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION - 7 County Cer$er Drive - Oroville, California 95965 - Telephone (916) 538-7541 MIT (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 022-080-022 ZONINGA40BUILDING 6 PERMIT OWNER BOHANNON, CURT & JANET TELEPHONE E868 -1944 SO. FT. OCC. BUILDING VALUATION- OWNER'S MAILING ADDRESS P.O. BOX 255, BIGGS , CA 95917 2999 R 57,950.00 - - . CONTRACTOR'S NAME OWNER TELEPHONE - - CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace 0 1500-00 Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ 877-50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ BUILDING ADDRESS 3491 SMITH AVENUE, BIGGS Energy Plan Checking Fee $ .93-00 $ PERMIT FEE S LAT NO. • SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20: Q'0 USEOFSTRUCTURE SF XX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 RA Solar or heat pump water heater 23.00 Water piping 15.00 -= Each gas water heater or vent 15.00 TYPE OF WORK New CK Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.0015.00 Mobile Home I S I G I W 1@20.00 PERMIT FEE s 164.00 ELECTRICAL PERMIT I Filing Feel 20.00 Main Service zooA 00. LEss 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. _ X ��-/�l7lJ a Date _ s Signature of Applicant - ❑Owner ❑Contractor ❑Agent.. An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service ( 200A TO l000A 46.00 NEW CONST. DWELLING OCCUP. SO 102.40 OR ADDNS. ( a ACC. Bens. 3.5,s NEW CONST. NON-RESID. MULTI• CU CETTS 9.7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. zo � I.00 Ex. Occu ourltT OR FocruREs BAL .so LINIS Ex. Occup. ouTEiETsCRRIES,6.OERA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 145.40 MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling 15.00 Hood 6.50 6.50 Ventilation 1 4. 50 4.50. PERMIT FEE =61.00 Mobile Home Installation Fee $ Energy Inspection Fee $ W. 00 cONsl. ryP .TOTAL F E $ 07.30 HAZ. _ D. FE IM FL CD PARC PD' D This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have ' ByG7�'t/ " PERMIT EXPIRES ON Q the applicable provisions Resolutions to do work been paid. �1 Dae V ate Receipt No. 264899/688.83// WHITE-D.D.S.-B.D. CANARY -ASSESSOR PIN - NSPECTO GOLDEN ROD• PPLICANT j,sses ,Qed 1p/�149 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION t 7 Aounty Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 , �N0. (RDv_.12/96) APPLICATION AND PERMIT ��— A-��iOq° 02 O O ZZ- D07 416 BUILDING PERMIT °`""E" d "'J71ONE SO. FT. OCC. BUILDING VALUATION o+r WNO AD S S W s S9 - — �- -= - — ' /, 2 ,bJIrTRACTOR'S NAME TP1lPIgNC CONrRACTOWS MAa1NG ADORES! v CONSTRNCTTON LEWER ttNOEN'S MNtNO ADDRESS Flre lace (J CLO c9I Total Valuation S ARCHITECT OR ENGINEER UCENSE NO. —Filina Fee S 20.00 L� Permit Fee ARCWMCT OR ENOWEER'S MQUNO ADDRESS Plan Checking Fee , ^:`-.r'•'� I b °1aD°1O 1DOs P Energy Plan Checking Fee E ? � . Q j $ qQ .. D PERMIT FEE _ 1OTNO' s°°"'" PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF GP Duplex ❑ Moblehome O Other -°W`r Each Tr 7.00 ,®0 Solar or heat pump water heater 23.00 Water piping 15.00 f ,®0 Each as water heater or vent 15.00 j' Pei TYPE OF WORK NewAddition ❑ss Remodel O Utilities O installation O Other O Describe Work: - Gas piping system 1 - 5 outlets 15.00 0a Building sewer 15.00 S W Mobile Home ISIGIWI @20.00 PERMIT FEE : C'c-' ELECTRICAL PERMIT RlIng Fee 20.00 Main Service ao°DOYOA o°RR tEss 23.00 - ' �eceiptNo. _,-D.D.S.•B.D.. 0,,7 0 V\ V ` SOR PI K INSPECTOR GOLOENROD•APP�ICANTpato) Main Service 200A TO to-oA 46.00 NEW COfBT. DWEUJ G OCCUP. 3.SC OR ADONS. A ACC. BlDB. NON-RESIO. MUUI.OURET @7.50 . d iF,1 NGDEAOPP EX. Occup. OURFf OR FdnRd®R 200 t00 6� 'so �U Ex. Occup. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Msc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating j _ e,� /S, c() Cooling .S-60 ,S GG Hood 6.50 ,S'v Ventilation ,SO ,sC> PERMIT FEt'. i G� Mobile Home Installation Fee E EnergyInspecti n Fee °OFEE lv PE TOTAL FEE; D. FEES I IMP I A.000 I COF PAPIM HD UE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON COUNtY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION �7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER:0 m R�i Qc414 ,. ,,, . ASSESSOR PARCEL NUMBER: 2-2- — Proposed Building Use: Building Inspector: i Date: At time of permit application, I was advised the following data in be submitted prior to pe roc sling and/or issuance: Date Received By 111. All items have been submitted .------------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 07. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. -------------------------------- IP 9.., h4anufactured Home data and installation instructions including Tie Down Specifications .------------------ Feesof .L—--------�r------------------- ------------------------------ Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------------------------- ❑ 13. Flood elevation certificate. --------------------------------------------- QLl<Sanitation and plot plan approval 04c, Health Department. • ❑ 15. City of Chico plumbing permit. --------------------------------------- L l `1 0-3 ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- 4ql. Planning approval for (A) Use: ©)C 1 (B) Parking: -------------------------- -S 11-9,Q4 "I— ❑ -18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑ 20. Pre -inspection for required Request to Building Inspector on - (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- ------------- 1122. Workers' Compensation carrier and policy number. --------------------- ------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - --------------------- ❑24. Letter of signature authorization. --- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- E126. ------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 1130. -------------- ❑30. Other: ------- W?ou issue the permit, process as follows 1:1 Mail to owner, ❑Mail to contractor. lephone 6�5'-/7y9' and hold for pickup at (91-,o office. ❑ Deliver with inspector. 600 / 7 r' -Applicant: Date: .� Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, [ "96t � 4gn:)4 Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the aboveuired data by ❑ phone, ❑ mail, ❑ BuildingD' Sion counter, by D e: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on old in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Divisi n. _� E.H. S ONLY Plot Plan Attached �t Floor Plan A eho t_lii Sent toB.O.TO: Building Department: FROM: Environmental Health SUBJECT: Sanitation -Clearance _ 0, �( �rn� c4-� 2T �o - 2 Z 0LA(Z_YI0AdA0M/) Owner Location AP# Plan Approved for: Sewage Disposa Water Su ly: Public Private Well Clearance for dwelling. Other L' Hold final for: Final clearance O:K. for: NOTE: Environmental Health Specialist 8/96 6r()5 ('0 1-y Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER ( ",v, T_ V ) o t4 ttlo PR POSED BUILDING USE EZ2 0 1. BUELDING PERMIT FEES 7. 50 -- Balance Due ................ $ - -- Additional Fees Due ........... $ Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES (paid at District Office) PA' -m 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 �= $ Units , Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$_ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P.# 62_2-OoO--bZZ DATE1x 5 -/4 -7�� RECEIPT /#%DATE REC �0. -pe- - At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT G !//li' /�0 / '��i;l ✓1! DATE S Pursuant to Government.Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may :protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No' building permit will be issued until this. verification is received. ; 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement : YES NO 13 2. 1 HAVER HAVE NOT E3 signed an application for a building permit for the proposed orotic. 3. I have contracted with the following person (firm) to provide the proposed construction; r : _ NYw1E: ADDRESS: CITY; PHONE: CONTRACTOR'S LICENSE NO. 4. Irovide to lan p p portions of this work, but I have hired the following person to coordinate; .. . supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: 61/111 e N-#vAlz? t SOCIAL SECUAITY NUMBER: DATE: 1 NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed Md returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property. improvements specified For your protection, you should be aware that as "owner -builder" you are the responsible parry ofrecord on such a permit. -Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible"' liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should.*. be aware of the following information for your benefit and protection: ♦ If you�employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations. including state.and.federal income tax withholding, federal social security taxes, %. workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ,. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information* about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform. their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner buildee' building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contrac9rs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" �n the reverse side of this form so that we can confirm that you.. are aware of these matters. The building permit will not be issued until the verification is returned. +1rely, Vi ira,C.B.O. uilding Inspection NOTE: This Owner-Builder.Injormation is required by Section 19830 of tine California Health and Safety Code ysw.4+•..--.Nvrx�.,T'�1.}: :.�d1 f!.M->:s�ui�+;nrThtr.+..�7!.t�"K^+rw'ki`r;'veyi`v=;+ri4°iF7r'rw�rrd'rrrrr*r!a!,"*'7(Yj['rts✓t�+.;.Kv�SS�t,inHr.e.r-•:....r+en`r`�.w•-., t..�, .r.; ..�f. . , ..,..-�. fir`,. .sWo • '� J � BUTTE'COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District 1A Building Department No. A.P. Number �a _� ^(� �?-24vrisdiction: City I y (County Property Owner l / , i^`f��*v VL- ,°2, n, New Addition Building (Floor Plans reviewed.by School District Personnel District Identification No. 04 (Including Exterior Roofed Areas) 7-i 3 - �/ Date 12t�/� / /�, , �� School District certifies that /�/1 .U!`) 422 e4 t�`""`"" �* (Applicant) SAh II %] ,4"W (Street Address) (Phone Number) (City) has complied with the requirements of Resolution No. representing square feet. School +stri"ct Representative Paid by Check # Remarks: / (Zip Code) by payment of $ A612926 E t ~ FULL MITIGATION' '. $7. ° Date -� Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency,that this project is being reviewed under the California Environmental Quality Act (CEQA). + this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) ' Jeeform.xls (10/98)dmm �s4 FACSIMILE COVER SHEET Date: To: Charles Roberts From: Butte County Building Division Subject: Plan Review Number of pages (including this cover sheet): _ Telephone Number of Receiving Telecopier: (530) 894-8805 If you do not receive all of the pages, please call (530) 538-7541 as soon as possible. Special Instructions: The following Building Permit applications are in route to the Chico office for your office to review. These drawings will be available for you to pick up on the next business day. Please evaluate the building plans and return them to the Chico office for transmittal. Sincerely, Butte County Building Division Plans Examiner's CONFIDENTIALITY NOTE: The information contained in this facsimile is confidential and may also contain privileged information. The information is intended only for the use of the individual of entity to whom it is addressed. If you are not the intended recipient, you are hereby notified that any use, dissemination, distribution, of copying of this communications is strictly prohibited. If you have received this facsimile, in error, please notify me immediately by telephone, and return the original to Thank you. • APN: 022-080-022• -- Plancheck Comments Bohannon Residence 1. O.K. 2. O.K. 3. O.K. 4. O.K. 5. O.K. 6. O.K. 7. O.K. 8. Re -compute headers at first floor to handle over -turning for shearwalls above. (HDR -1-7, 14DR-1-8, etc). Simpson FTA anchor is a sufficient holddown, however it only connects the stud above to the cripple wall below. Provide a positive connection to the header below and also provide a detail of the uplift connection of the ends of the beam as well as the uplift connection of the king stud at the foundation. Make changes and add to plan. If changes are made, no re -submittal is needed to this office. 9. O.K. 10. O.K. 11. O.K. 12. O.K. 13. O.K. 14. O.K. 15. O.K. 16. O.K. 17. O.K. 18. O.K. 19. O.K. RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY - OWNER: B Q GI � 0-/' BUIL DINGP --_ PLAN CHECKER: A P.NUMBER GENERAL --Zoning requirements: (side yards and number a(permitted living Valuation Plans signed by designer. Proper description of work on application Existing violations on property. §� Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.)., Recorded notice of violation. PLOTPLAN Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees. etc.). lu F.A.U. & F.A.S. road setback. E Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. 1. Required windows for light and ventilation (Section 1203). f—&. - Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment Location of water beaters, heating and cooling equipment, other electrical or gas equipment Garage firewall, door size and closer (Section 302.4). 14 Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS - 1. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). 2. Standard bracing or engineered design (Section 2326.11.3). 3. Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. 9. Rafter ties or bearing ridge beam. -*t)- Fireplace construction details and calx if necessary. 11. Garage door and/or porch header sizes. 12. Stud heights. 13. Adobe soils - special foundation design. 14. Retaining walls requiring design. —1-5� Special Inspection requirements. Header size. 7. Sheetrock nailing inspection required? July 1996 3.2 vu�� ci i ruvcyu� ii�tyiJ v 11 qC UUT ruic .< Stairway details: loadings, rise and nm, bad clearance. him&iWs (Section 1006). Guardrail details (Section S09). Brick or stone veneer (Section 1403). . Exterior plasty - weep eeds (Section 25o6). Proper roof pitch for road' covering (Section 1501). Roof covering type • (fire hazard)..,:: Foam insulation = protection. : 36- halls and stairways. r Living area over garage -complete 1=boiir sepwitioa i egirirW au gni age side including suPPo g W366a per. . Two exits en three - story dwellings (Section 1003). -, Underfloor access and ventiMon (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Flashing at all exterior openings. C.D.F. responsible aro requirements. 5 (,� -ems s�•j hc. � `zis;�� - . `.. ::� July 1996 3.3 CERTIFTCE -CPR- t-Laff Page I CF -1R Projeet. Tktle—. Project.AddresB: Bu±l:din�T1t:71e-.-- Document Author: Be4ia-nnarr Rtkn- 1-75-- 96--Ji*1,7 9 9 SMITH AVE- BOHANNON SFR -1 R=S 1 --.PA 3022 s. -f--.- aft Building Permits# AEC GROUP ft -Z - -? 7- -?--7 Larry. r9.4rn,-Y-_- _- Plan .. rhgrk - /'IZate Cbma-likrr _L-. MT,RRq7*-1U 1- 11 - Field Check /-Date Uiiaate Z=Le-:-.-. 11_ ------------------- — — — --------------------- GENERAL-INFORMATION CbndftiFToor Area-.- Building.Type.: BuildinT Fiont Cr. ientatiorr— Number of Dwelling.Units: P1,ocT-a'Cons ruct-iorr- Type. - 29P -75-- tt2 SFD .Single. Family -Detached' 1.-8#- deS7 ("h) -1-00 R-&i8ed- -f 11or BUILDING SHET-I IN III -AT ON CULLIP-11=&L1 Insa Affs Type R -value ..U.7 value -Location/ Comments T all I. 0-� 0_27-� Outs- ' T de - Ate© Floor _19 -0-037 Cr67.lspace E**E&T—R;1T1k2N Amen U-= Intexiox Exterior Overhang Frame Orientation .(ft2.).value Panes Shading Shading .and .Fins Type WiTXdCM=_ 84DUtir 73L 8 O . 524 Z- St -6 -Drape-- BuT Screen 'None", -11jtj:.j7l Window Ea t /jY 122-3 D -5.2D .2. Std...Drape Bug -Screen, ..Mone Vinyl W:ijLxduw Nortlx---- -(,,o 65.0 0.520r 2--- Std Drape Bug Screerr None. Vinyl Window West 74.0 0.520 2 Std Drape Bug Screen None Vinyl Window South 1" .0, 0. 520,- 2- Std -Dra2e- Bug Screen- None WdDqor THERMAL. BASS . Area Thick Typt; Ex2psed. (f -t2 )- - tirrY None - HVAC SYSTEMS Locationfeamme Type -Eff-i c J en y AFUR 20] .1\ CER7•11F' iB- CPF € 1•AICE : Page-- 2 CF -IR Prai-ec.t..Tit -el. Bohannon . -residence. den c -e. Run.:.. 17 5. - QE - Sul - 9 9 -------------------------------------------------------------------------------- WATER HEATING SYSTEMS DkatribE Wates- . Water: - System Name ..-Type . Beater. Name .Heater Type tarn_€��- S�agtdard- S'tar.�- ��ra� •�a�-= WATER HEATING SYSTEMS MISC # of Energy Valuma Wrap Htrs Factor (gal- R-val 1 ..0:-5-3 -50 12 Sotar� baa--arsteRT' Wood--aMve Wooer stove System, Name .-fraction .tyke boiler?,.- .. boiler pump? �io WATER HEATER/BOILER DETAILS Water Hezrte--Name= SE—da 3 -dGa Rated: - .Recovery input. -S-tandby Sf f±C±e rcy -kFUE.. O ._ . Loss HYDRONI!C.nTGTRIBUTION.AND.THFRMTNALS System/Name. . Type Pilot Tank Dight -value -fBtih) Pipe - Pipe- Irrsul Insyl .Number. ..run !f t) ..sham tin) thrk lin) -R-value SPRCIAh FJEnftPTrUfflTVM8r&--F REILRKS; ES None COMPLIANCE STATEMENT This' cextificate csE cou i ' zaice listtr t -he -b itdirrq features- and- perfQrman e_ specifiCat.inns needed .-to -comply -with. the .Energy Standards in. Title 24,, -Parts 1 and -&,. o-f-thv--€wlifarnia- Bode=-a-Reglaticn,--arra--t-he Administrative -regulations to implement them. This certificate has. been signed..by the -..individual with overatl . W -this- a of cvmprsance is submitted for a single building. plan .to be built . in multiple :ri oentations., .any .shading feature that-- -varied--i-s in the=- h Features-, Remarks, and Notes sectr=_ - GSR CATi -- CF- MANCE-:- - Retridenftwl Page 3 CF -1R Pra}.eet. Title.L Bahannon rea.idence. - Run: 1.7 5 0.6_ -Sul - 9 9 DESIGNER OR OWNER LiC #: ENFORCEMENT AGENCY Title. Agency: eft = 11 DOCUMENTATION AUTHOR AEC GROYP AEC Group 3:99-17 admo.r3 t. Chico, CA 9592 . Larry- J . Warner NTA Date rer ale Bair: 195 66=3� -99 Project Address: SMITH AVE. BOHANNON SFR -1 B-IGGS f - Bu �.TTte— 5072 s SiriI_cffng Permit, # Document Author: AEC -GROUP - Cb=Ti;re-gr Ekt-hjJ .. c' �;r.RRS7_=Ve_XEL 03r .Y -T-f FielrLrhEck �, Date ----------------------------------------------------------------________=====F= ENERGY USE SUMMARY (kBtu/ft2=yr.) 5�� Z3: QED Space Cooling 9.97 Total-. 3-3:--.7-5- GENERAL -r:7�GENERAL INFORMATI-ON 11.48 8---7.7 -------- Complies 3FI-.35 Yes G6nffftz6i2ecF- Floc ..Area7: - ... ��2. Building Type: SFD. Single Family Detached BurrdincX Frarrt om: 1807- deT tSax�h) Number of Dwelling Units: ..1..00 y Number- C�E' S 2 - Floor Construction Type: Raised floor Numbez` of- Z orres-: - 3, Total Conditioned -Volume: —.959 8 ,.1.t.3 C-ondstL , Area:-:-- 1:6:3-Z;t2 Ground Floor Area: 1.532 .ft2 BitDZONEN Lrr- Zone Area Volume Namtr t£ -t2- OPAQUE SURFACES Mace- krea-. U�_ - FhE&E T -r,17 Type .(f t2.) . value Rval Azm zone. Vent Vent Thermostat Height Area Typic ..------- . �(ft-) (f-�2) Zdndi-t ton t LSt andAT-& 8 =0 " 54.5 fir- T1t..Gns Type Location/Comments Out ode Outs: t e Outside Outside Attic Crawl-spaee - :.: : "awe "w • A.�..ui. - :0 35 Yes 1 =2 2 Out ode Outs: t e Outside Outside Attic Crawl-spaee - COMPUTSUMMARY Page 2 C - 2 R Praj-e_ct Title Bohannon re-sidenc-e_ Run:. 175 06 -Jul -99 -------------------------------------------------------------------------------- PERIMETER LOSSES Perimeter Ty.p�-- Length F2 Insul t-ftt Factor- R-val- FENESTR 6R-SURFA�E S Fenestration Area Tru Open - Type E€t 2-Y.. - T1t TYW- Ini%ul Depth Cirrr Location/Commen�s Glazing Frame Charactr TypeName - cb, t s F`-1. wlind� vel R-1 Wind 33.8 90 90 Slider Vinyl Fr=. 2_- T&irtd-. 50.0 .._..9 94Y Fwd Y R-3 Wind 16.0 90 90 Slider Vinyl R--4-- 12..5 9@- 9:0:- &I±der-- Viny B-1 Wind 12.5 0 90 Slider Vinyl B ---r .. W±rf& 12:5 IDF- 9#r &1ider-: . L-1 Wind 14.0 270 90 Slider Vinyl it -2-1- 2-0.0 r8 9#7- S=lider-. Viigg F-2-2 Wind 20.0 180 90 Slider Vinyl R- 2-- IT- W±n& 20-.0 . 9 9#-- &oder _ Vinyr R-2-2 Wind 20.0 90 90 Slider Vinyl R=2--3;- 20.0......-9.- 9#.& -tide -r-.. VingY B-2-1 Wind 20.0 0 90 Slider Vinyl R-2--2- i t 2-0. @-_. 0--- 9t- St±der --Vi-nyt L-2-2 Wind 20.0 270 90 Slider Vinyl L:- 2-- r Wind 2-a. 0 - 27-0- 91�- Strider - -V±ny-1 L-2-3 Wind 20.0 270 90 Slider Vinyl DR -=F=Y 35.0 2:&0 - 9# -- ed --W.dDocFr.- DR-L-1 Wind 35.0 180 90 Hinged WdDoor DR= L- 2--- Wind 35. 0 r9-07- 9FIDFaed -WdDaor GLAZING CHARACTERISTICS Gla-z3i�ng ChaT�aet-r-.. Glaafrig- # CIE Name Type Panes value OVERHANGS ion Name Height Width Depth . 52 CLR-.52 CLR-- -52 CLR-.52 ---CLR-- . 52 CLR- .-52 " CLR-.52 CLR-.-52 CLR-.52 eL-R-- .2 CLR-.t2 CLR-.52 CLR-.52 CLR-.52 CLR- :-52 CLR-= . 5 2 CLR- .752 CLR--. 52 -CLR-.52 CLR-.52 SC-GFs- Interior SC Int L7xteri6r SC Ext Only Shade Type Shade Shade Type Shade F r 8 S t& gape 0:78 0 ._ .-Hug S�e reen 0.8 7 0 eve-- Le -f t Right.. Glazing Extension Extension Mandatory Measures Checklist: Residential "k.,nr4 p,J MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the'compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER I ENFORCEMENT Building Envelope Measures * §150(a): Minimum R-19 ceiling insulation. -3g §150(b): Loose fill insulation manufacturer's labeled R -.Value. 3 * §150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). —� * §150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. §150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no, greater than 2.0 pernVfinch. §118: Insulation specified or installed meets California Energy Commission quality standards. Indicate type and form. §116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 0.52--. PJ JA §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(Q: Special infiltration barrier installed to comply with §151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a Closeable metal or glass door b. Outside air intake with damper and control c.'Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures §110.13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §150(i): Setback thermostat on all applicable heating systems. §15001: Pipe and Tank Insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4... Cooling system piping below 55°F insulated. 5. Piping insulated between heating.souroe and indirect hot water tank. ✓ * §150(vo: Ducts and Fans .1. Ducts constructed, installed and sealed to comply with UMC Sections 1002 and 1004; ducts insulated . to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned.space. 2. Exhaust fan systems have backdraft or automatic dampers 3: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers.. §114: Pod and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. q 2. System is installed with: a. At least 36' pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pod system has directional inlets and a circulation pump lime switch. §115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no oontinuously buring pilot light. (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.) Lighting Measures J1A §150(k): 40 lumenshvan or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. 'v/ Revised January 1992 APN: 022-080-022 -- Plancheck Comments Bohannon Residence 1. O.K. 2. O.K. 3. Re -compute footing FTG -1. Increase loads to allow for floor girder FG -1 to land of the footing from both sides. Insufficient revises and re -submit. 4. Re -compute footing FTG -2. Add loads from floor girder FG -1. Insufficient revises and re- submit 5. It appears that the designer is using the required 1997 UBC equations to determine the seismic lateral loads. Adjust value for "R" found in the seismic analysis to match those found in Table 16-N of the 1997 UBC. For light frames wood shear walls R=5.5. If Designer chooses to use the 1994 UBC, use the appropriate equations. Re -submit the lateral analysis for structural review. 6. O.K. 7. O.K. 8. Re -compute headers at first floor to handle over -turning for shearwalls above. (HDR -1-7, HDR -1-8, etc). Insufficient revises and re -submit 9. O.K. 10. Provide holddown detail at foundation and at floor -to -floor connection. Insufficient revises and re -submit 11. O.K. 12. Provide detail of shear transfer at sill. Specify anchor bolt spacing at shearwalls and for typical condition. Detail full lateral load path showing all required shear transfer for the roof to the foundation. Insufficient revises and re -submit 13. Specify connection type and size for all post -to -beam connections. Insufficient revises and re -submit 14. O.K. 15. O.K. 16: `O.K. 17. O.K. 18. O.K. 19. O.K. A6ai^-0l -01 04 : Q2A • / P.01 PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, co,. - and legible, it may cause a delay in processing. Owner's Name: 13C>kc ✓I.CM �e s Received By: Date: A.P. #: Permit #: 9 9 — a 41 Z -4 Time: ContactPhone Purpose of submittal: L 1 g C3 Permit Application Data Item 0 Engineering O Plan Revision ❑ Requested by Building Inspector or Correction Notice - Inspector's Name: Requested By Plan's Examiner - Examiner's Name: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for pi review. If engineering is involved in this revision, the engineer must put his requirements on these drawings a.` stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawing,must clearly she When Approved, Process as Follows: O Mail to Owner at this address: O Mail to Contractor at this address: O Call O Deliver with next inspection. and hold for pickup at the ❑ Chico Office O Oroville Office Revised Plan Check Fee: ❑ S46.00 Receipt #: 13 Additional Fees Not Requir :additional fees may be due based upon complexity and time involved to process this submit[ Additional Fees: Receipt: #: LIMITED RECEIVED 0 AUG 1 1999 STRU CTU RAL. gUTTE.COUNSIYO� GALG U LATI O N S BUILDING DIV FOR ADDITION 12EIMODEL � � . �l FOR. BOHANNON GUSTOIM HO.IME � . JOB SITE SMITH AVE., BIGGS, GA A•E•C GROUP ARCHITECTURE + ENGINEERING + CONSULTING Larry J. Varner A.I.A., ARCHITECT 389 CONNORS-CT., SUITED CMCO, CALIFORNIA 95926 530-892-8008 PROJECT: BOHANNON SFR PROD. No. ER970B02 LOCATION: BIGGS, CA DATE: 7/3/99 BY: LJW PAGE 1 OF CODES: Uniform building code, 1994 Edition AISC, Manual of steel construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIAL: Concrete: f c = 2,500 psi min. @ 28 days Masonry: f c = 1500 psi Mortor: f = 1800 psi, Type "S" Grout: f c = 2500 psi @ 28 days Steel Reinforcing: ASTM A-615 Grade 40 for #4 or smaller ASTM A-615 Grade 50 for #5 or larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts: ASTM A307 Grade A Anchor Bolts: ASTM A307 Grade A, unfinished Wood Connectors: Simpson Strong -Tie or equal Wood: Light Framing: Const. Grade Douglas Fir Struct. Lt Framing, Joists & Planks: Doug, Fir No. 2. Beams & Stringers, Posts & Timbers: Doug Fir No. 1 Plywood: A.P.A. Rated sheathing, Grade CD, UBC Std.25-9 Glue -Lam Timber: ANSI / AITC A190.1-1983 Simple Spans: 24F -V4 Combination . Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: 20 psf NON -Snow Floor Live Load: 40 psf Seismic Zone: 3 Wind Speed: 75 mph Exposure: C Method 2 used unless noted otherwise. Allowed Soil Bearing: 1,500 psf NOTE: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of AEC Group, Larry J. Warner AIA, Architect. Verification of the soil conditions at the project site to determine the expansive or bearing capacity is by others. AEC GROUP., Larry J. Warner AIA, Architect, 389-D Connors Ct., Chico, CA 95926, 530-892-8008 _ . PROJECT: BOHANNON SER, PROJ. No. ER970B02 LOCATION: BIGGS, CA DATE: 7/3/99 BY: LJW PAGE 2 OF ROOF DEAD LOAD CALCULATIONS CONVENTIONAL FRAMED ROOF ROOFING 2.5 PSF 1/2" COX PLY 1.5 2x6@24"O.C. 1.4 2x6 @ 24" O.C. 1.4 5/8" GYP BRD. 2.8 INSUL 0.5 MISC 0.5 TOTAL 10.6 PSF USE 10.6 PSF, TRUSSED ROOF SYSTEM ROOFING 2.5 PSF 1/2" CDX PLY 1.5 TRUSSES @ 24" O.C. 3.5 5/8" GYP BRD. 2.8 INSUL 0.5 MISC 0.5 TOTAL 11.3 PSF USE 11.3 PSF. FLOOR SYSTEM ( 2x FRAMING FLOOR) (I -JOIST FRAMING FLOOR) 3/4" CDX PLY 2.3 PSF' 3/4" CDX PLY 2.3 PSF JOIST 2.2 I -JOIST 1.4 INSULATION 0.6 5/8" GYP BRD 2.8 GYP 2.8 MISC& INSUL 1.5 FLOORING 1.5 FLOORING 1.5 MISC 0.5 TOTAL 9.9 PSF TOTAL 9.5 PSF USE 10.0 PSF. USE 10.0 PSF. EXTERIOR FRAMED WALLS F INTERIOR FRAMED WALLS EXT. FINISH 7.0 PSF GYP. BRD 2.2 PSF SHEAR PLY 1.5 FRAMING 2.0 FRAMING 2.0 GYP. BRD 2.2 GYP BRD 2.2 FINISHOES N/A INT. FINISH 0.5 INSUL N/A INSUL 0.5 TOTAL 13.7 PSF TOTAL. 6.4 PSF USE 13.7 PSF. USE 6.4 PSF. CONCRETE FLOOR SLAB SHEATHING FRAMING INSULATION TOTAL 15.0 PSF 2.3 3.5 0.5 21.3 PSF USE 21.3 PSF AEC GROUP., Larry J. Warner AIA, Architect, 389-D Connors Ct.., Chico, CA 95926, 530-892-8008 Multi -Loaded Beam[ 94 UBC (91 NDS)1 StruCalc 4.06 By: Larry J. Warner A. [.A., AEC Group on: 08-09-1999 Project: ER970B02 - Location: HDR -1-7 CHK FOR HD UPLIFT Summary: 3.50 IN x 11.25 IN x 7.5 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 32.1% Controlling Factor: Section Modulus / Depth Required 9.79 In Deflections: Dead Load: DLD= 0.00 IN Live Load: LLD= 0.06 IN = U1516 Total Load: TLD= 0.06 IN = U1491 End Reactions(Left Side): Live Load: RL1= 1473 LB Dead Load: RDI= 36 LB Total Load: RT1= 1509 LB End Reactions(Right Side): Live Load: RL2= 1637 LB Dead Load: RD2= 36 LB Total Load: RT2= 1673 LB Bearing Length Regd.(Left) : BL1= 0.69 IN Bearing Length Regd.(Right): BL2= 0.76 IN Beam Data: Span: L= 7.5 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Uniform Load: Live Load: wL= 0 PLF Dead Load: wD=0 PLF Beam Self Weight: BSW= 10 PLF Total Load: WT=. 10 PLF Concentrated Load P1: Live Load: PL1= 1800 LB Dead Load: PD1= 0 LB Total Load: PT1= 1800 LB Location: X1= 3.0 FT Uniform Load (Partially Distributed): Live Load: wL PD= 291 PLF Dead Load: wD PD= 0 PLF Total Load: wT_PD= 291 PLF Load Start: A= 3.0 FT Load End: B= 7.5 FT Load Length: C= 4.5 FT Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 963 PSI Adjustment Factors: Cd=1.00 Cf=1.10 Fv': Fv'= 95 PSI Adjustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= 4483 FT -LB 3.0 FT From Left Support Shear (A d from beam end): V= 1500 LB Comparisons With Required Sections: Section Modulus: Sreq= 55.9 IN3 S= 73.8 IN3 Area: Areq= 23.7 IN2 A= 39.3 IN2 Moment of Inertia: Ireq=" 98.6 IN4 1= 415.2 IN4 Multi -Loaded Beam[ 94 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 08-09-1999 Prosect: ER970B02 - Location: HDR -1-8 CHK FOR HD UPLIFT Summary: 3.50 IN x 11.25 IN x 8.5 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 13.9% Controlling Factor: Area / Depth Required 9.88 In Deflections: Dead Load: DLD= 0.00 IN Live Load: LLD= 0.06 IN = U1712 Total Load: TLD= 0.06 IN = U1665 End Reactions(Left Side): Live Load: RL1= 2157 LB Dead Load: RD1= 41 LB Total Load: RT1= 2197 LB End Reactions(Right Side): Live Load: RL2= 1100 LB Dead Load: RD2= 41 LB Total Load: RT2= 1141 LB Bearinq Lenqth Regd.(Left) : BL1= 1.00 IN Bearing Length Regd.(Right): BL2= 0.52 IN Beam Data: Span: L= 8.5 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Uniform Load: Live Load: wL= 0 PLF Dead Load: wD= 0 PLF Beam Self Weight: BSW= 10 PLF Total Load: WT= 10 PLF Concentrated Load P1: Live Load: PL1= 1800 LB Dead Load: PD1= 0. LB Total Load: PT1= 1800 LB Location: X1= 1.25 FT Uniform Load (Partially Distributed): Live Load: wL PD= 201 PLF Dead Load: wD PD= 0 PLF; Total Load: wT_PD= 201 PLF Load Start: A= 1.25 FT Load End: B= 8.5 FT Load Lenqth: C= 7.25 FT Properties For: #2- DOUGLAS FIR -LARCH Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 963 PSI Adjustment Factors: Cd=1.00 Cf=1.10 Adjustment FV: 95 PSI Adjustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= 3092 FT -LB 3.081 FT From Left Support Shear (A d from beam end): V= 2188 LB Comparisons With Required Sections: Section Modulus: Sreq= 38.6 IN3 S= 73.8 IN3 Area: Areq= 34.6 IN2 A= 39.3 IN2 Moment of Inertia: Ireq= 87.4 IN4 1= 415.2 IN4 Square Footing Design f 94 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 08-09-1999 Project: ER970BO2 - Location: FTG -C-1 Summary: Size: 3.25 FT x 3.25 FT x.12.00 IN Reinforcement: #4 BARS @ 11.00 IN O.C. E/W Or (4) #4 BARS E/W Footing Loads: Live Load: Dead Load: Total Load: Ultimate factored load: " Footing Properties: Allowable soil bearing pressure: Effective soil bearing pressure:(with increase) Concrete compressive strength: Reinforcing steel yield strength: Concrete reinforcement cover: Selected Size: Length: Width`. Area: Ultimate bearing pressure: Column Base Dimensions: Length: Width: Footing Size Selection: Required footing area: Minimum footing size required: Footing depth based on shear stresses: Selected footing depth: Effective steel depth: Punching Stress Calculations: Critical perimeter: Punching shear: Punching shear stress: Allowable punching shear stress: Beam shear stress calculations: Beam shear: Beam shear stress: Allowable beam shear stress: Bending Requirements: Factored moment: Concrete compressive block depth: Minimum Steel Requirements: Steel required based on moment: Minimum code required reinforcement: Controlling reinforcing steel: Selected reinforcement: Development Length Required: Development Length Supplied: PL= . 14555 LB PD= 5848 LB PT= 20403 LB Pu= 32931 LB Qs= 1500 PSF Qe= 2025 PSF F'c= 2500 PSI Fy= 40000 PSI C= 3.00 IN L= 3.25 FT W= 3.25 FT A= 10.56 SF " Qu= 3118 PSF 1= 3.50 IN w= 3.50- IN Areq= 10.08 SF Lreq= 3.17 FT D= 12.00 IN d= 8.25. IN Bo= 47.00 IN Vu1= 29942 LB vu1= 91 PSI vc1= 200 PSI Vu2= 8022 LB vu2= 29 PSI vc2= 100. PSI Mu= 133016 IN -LB a= 0.22 IN As(1)= 0.14 IN2/FT As(2)= 0.19 IN2/FT As reqd= 0.19 IN2/FT #4 BARS 655 11.00 IN. 0. C. As= 0.21 IN2/FT Ld= 12.00 IN Ld_sup= 16.75 IN Square Footing Design ( 94 UBC (91 NDS)'1 StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 08-09-1999 Proiect: ER970BO2 - Location: FTG -C-2 Summary: Size: 2.5 FT x 2.5 FT x 12.00 IN • Footing has been designed without reinforcement. Footing Loads: Live Load: PL= 8330 LB Dead Load: PD= 2909 LB Total Load: PT= 11239 LB Ultimate factored load: Pu= 18234 LB Footing Properties: Allowable soil bearing pressure: Qs= 1500 PSF Effective soil bearing pressure:(with increase) Qe= 1800 PSF Concrete compressive strength: F'c= 2500 PSI Selected Size: Length: L= 2.5 FT Width: W= 2.5 FT Area: A= 6.25 SF Ultimate bearing pressure: Qu= 2917 PSF Column Base Dimensions: Length: 1= 3.50 IN Width: w= 3.50 IN Footing Size Selection: Required footing area: Areq= 6.24 SF Minimum footing size required: Lreq= 2.5 FT Footing depth based on shear stresses: Selected footing depth: D= 12.00 IN Punching Stress Calculations: Critical perimeter: Bo= 54.00 IN Punching shear. Vu1= 14541 LB Punching shear stress: vu1= 41- PSI Allowable punching shear stress: vc1= 133 PSI Beam shear stress calculations: Beam shear: Vu2= 1975 LB Beam shear stress: vu2= 10 PSI Allowable beam shear stress: vc2= 67 PSI Bending Requirements: Factored moment: Mu= 53352 IN -LB Nominal moment strength: Mn= 81250 IN -LB Square Footing Design f 94 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 08-09-1999 Prosect: ER970BO2 - Location: FTG -C-3 Summary: Size: 2.67 FT x 2.67 FT x 12.00 IN Footing has been designed without reinforcement. Footing Loads: Live Load: PL= 9458 LB Dead Load: PD= 3516 LB Total Load: PT= 12974 LB Ultimate factored load: Pu= 21001 LB Footing Properties: Allowable soil bearing pressure: Qs= 1500 PSF Effective soil bearing pressure:(with increase) Qe= 1851 PSF Concrete compressive strength: F'c= 2500 PSI Selected Size: Length: L= 2.67 FT Width: W= 2.67 FT Area: A= 7.13 SF Ultimate bearing pressure: Qu= 2946 PSF Column Base Dimensions: Length: 1= 3.50 IN Width: w= 3.50 IN Footing Size Selection: Required footing area: Areq= 7.01 SF Minimum footing size required: Lreq= 2.65 FT Footing depth based on shear stresses: Selected footing depth: D= 12.00 IN Punching Stress Calculations: Critical perimeter: Bo= 54.00 IN Punching shear: Vu1= 17273 LB Punching shear stress: vu1= 49 PSI Allowable punching shear stress: vc1= 133 PSI Beam shear stress calculations: Beam shear: Vu2= 2799 LB Beam shear stress: vu2= 13 PSI Allowable beam shear stress: vc2= 67 PSI Bending Requirements: Factored moment: Mu= 66737 IN -LB Nominal moment strength: Mn= 86775 IN -LB R a 5.0 x 4.0 5.0 x 4.0 w 3 0 0 3• 16-5 V4" co 0) CL I 5.0 x 4 .� :11 - - - --------------------- ----- 5.0 x 4.0 ; ; ao ' a 00 3 O - C ----------------- :1r• V2" ' " r49• �-4 .b' 1 q 2'-9' 4'12';--.1... v ----------- 2A7.0 _ _ - • b x m c A A a V -4 ' 1 x ------ x ; x ' • 5.0x4.0 5.0 x 0 —�— -------------- ------------------------ WALL I.ACICY0UT zwo r-LAL N SHEAR WALL SUMMARY PROJ. NO. ER970B02 Bohannon DATE JULY 3, 1999 rev 7/28/99 SHEET GRID WALL SEG. LOAD PANEL PANEL H.D. LINE SEG. LGTH PLF TYPE No. LOAD 2 a 9'4" 291 E 15 1795 b c 9'-0 291 E 15 1795 d e f 3 a N/A b c d e f 4 a 13'-0 363 E 15 2370 b c 12'-0 363- E 15 2411 d e f 5 a N/A b c d e f 6 a 9'-0 213 C-1 8 1147 b c 9'-0 213 C-1 8 1147 d e f 7 a N/A b c d e f 1 a N/A b c d e f' 2nd FLR OF H.D. TYPE 7 5 5 or (2)2 5 or (2) 2 7 `7 NOTE NOTE: AT HEADER BELOW END OF 3-a & 1-c USE HOLDOWN 7" @ END OF HEADER AND HOLDOWN "H" @ BASE OF COL c@ HEADER SHEAR WALL SUMMARY PROJ. NO. ER970BO2 Bohannon DATE JULY 3, 1999 rev 7/28/99 SHEET GRID WALL SEG. LOAD PANEL PANEL H.D. LINE SEG. LGTH PLF TYPE No. LOAD A 1 10'-0 201 C-1 8 1079 2 3 10'-0 201 C-1 8 1079 4 5 6 B 1 N/A 2 3 4 5 6 C 1 N/A 2 3 4 5 6 . D 1 10'-0 201 C-1 8 1079 2 3 10'-0 201 C-1 8 1079 4 5 6 E 1 N/A 2 3 4 5 6 F 1 N/A 2 3 4 5 6 G 1 N/A 2 3 4 5 6 2nd FLR OF H.D. NOTE TYPE 7 7 5 NOTE: AT HEADER BELOW OF D-1 & D-2 USE HOLDOWN "7" @ END OF HEADER AND HOLDOWN "H" @ BASE OF COL @ HEADER SHEAR WALL SUMMARY PROJ. NO. ER970BO2 Bohannon DATE JULY 3, 1999 rev 7/28/99 SHEET GRID WALL SEG. LOAD PANEL PANEL H.D. LINE SEG. LGTH PLF TYPE No. LOAD 2 a 10'-0 541 F-1 19 5105 b 4'-10 541 F-1 19 1820 c 4'-6 541 F-1 19 4068 d e f 3 a N/A b c d e f 4 a N/A b c d e f 5 a 17'-0 756 H 23 5185 b c d e f 6 a 19'-0 220 C-1 8 N/A b c 220 C-1 8 1045 d e f 7 a b c d e f 8 a b c d e f 1 a b c d e f 1st FLR OF H.D. TYPE L 8L 8L L gL NOTE SHEAR WALL SUMMARY PROJ. NO. ER970BO2 Bohannon DATE JULY 3, 1999 rev 7/28/99 SHEET GRID WALL SEG. LOAD PANEL PANEL H.D. LINE SEG. LGTH PLF TYPE No. LOAD A 1 8'-0 596 F-1 19 5879 2 3 4'-6 596 F-1 19 9589 4 5 6 B 1 N/A 2 3 4 5 6 C 1 N/A 2 3 4 5 6 D 1 10'-0 330 E 15 2837 2 10'-0 330 E 15 92 3 4 9'-0 330 E 15 254 5 6 E 1 N/A 2 3 4 5 6 F 1 2 3 4 5 6 G 1 2 3 4 5 6 H 1 2 3 4 5 6 1st FLR OF H.D. NOTE TYPE L 101 ,8 L. N/A N/A SHEAR WALL SCHEDULE per NER-272 PANEL PANEL LOAD 7 SHEATHING TYPE No. PLF Upadated 7/1/99 PAGE 1,2,5,7 EDGE 8 FIELD 8 A.B. SIZE & SILL 3,4 A -35F 6 NAILING NAILING SPACING NAILING CLIPS . A .....................1........ 18 125 1/2" GYP BIRD ONE SIDE ........................................................................................................................................................................................................................................... 5d @ 7" 5d @ 7" 1/2" @ 72" 16d @ 12" 42" O.C. B.....................2...................1.80...........THREE 19 650 COAT STUCCO....................................16G .................. ..........16G 7/8".@ 7/8"@6"...............1/2" @ 72"...............16d @ 6;............30" O.C....; B-1 3 170 FOME- COR PER ICBO # 3335 ICBO REPORT #3335 1/2" @ 72" 16d @ 6" 30" O.C. B-2 4 250 1/2" GYP BOTH SIDES 5d @ 7" 5d @ 7" 1/2" @ 48" 16d @ 6" 18" O.C. B-3 5 165 3/8" CDX 8d @ 6" 6d @ 12" 1/2" @ 72" 16d @ 6" 30" O.C. B-4 6 295 FOME- COR PER ICBO # 3335 ICBO REPORT # 3335 1/2" @ 42" 16d @ 4" 18" O.C. (2) 16d @ 2" H-1 & 1/2" GYP INTERIOR FACE 7" ..............5d......��.............................. d 5..... ��7" ..................................................................................................................... 10d @ 2" 10d @ 12" 1"@ 20" C 7 220 1/2" CDX PLY 10d @ 6" 10d @ 12" 1/2" 54" 16d 3" C-1 8 250 3/8" CDX PLY ONE SIDES 8d @ 4" 8d @ 12" 1/2" @ 48" 16d @ 3" 18" O.C. C-2 9 290 3/8" CDX PLY EXTERIOR 8d @ 6" 8d @ 12" 1/2" @ 36" 16d @ 3" 18" O.C. 1/2" GYP BIRD INTERIOR 5d @ 7" 5d @ 7" C.:3 ..................10..................330...........3/8" CDX PLY BOTH SIDES..................................8d.@.6 .................... $d...C�....12 ..................5/8:' @ 42"...............20d.@.3 ............16...�:�:..., ................................ D 11 325 1/2" PLY EXTERIOR 10d 4" 10d 12" 5/8" 42" 20d 3" 16" O.C. D-1 12 360 7/16" CDX PLY BOTH SIDES 8d @ 6" 8d @ 12" 5/8" @ 32" 20d @ 3" 12" O.C. D-2 13 420 1/2" PLY EXTERIOR 8d @ 4" 8d @ 12" 5/8" @ 32" 20d @ 3" _ 12" O.C. 1/2" GYP BRD INTERIOR 5d @ 7" 5d @ 7" D-3 14 390 1/2" CDX PLY BOTH SIDES 8d @ 6" 8d Q, 12" 5/8" @ 36" (2) 16d @ 4" 12" O.C. ...., ............ .................... E .................................................................................................................................................................................... 15 435 1/2" CDX PLY EXTERIOR 10d @ 3" ........ ........................................................... 10d @ 12" 5/8" @ 32" .........................................................: (2) 16d @ 4" 12" O.C. E-1 16 490 3/8" CDX PLY BOTH SIDES 8d @ 4" 8d @ 12" 5/8" @ 30" (2) 16d @ 3" 9" O.C. E-2 17 540 7/16" CDX PLY BOTH SIDES 8d @ 4" 8d @ 12" 3/4"" @ 32" (2) 16d @ 3" 9" O.C. F 18 545 1/2" CDX PLY EXTERIOR 10d @ 2" 10d @ 12" 3/4"" @ 32" (2) 16d @ 3" 9" O.C. F-1 19 650 3/8" CDX BOTH SIDES 8d @ 3" 8d @ 12" 3/4" @ 24" (2) 16d @ 3" 8" O.C. F-2 .................20.................720...........7/16" CDX PLY BOTH SIDES ...........................:....8d..@...3......................8d..�,....12....................3/4...��.24 ...........(2) 20d.@.3...........6" O.C. :................................................................................................................................................................................................................................................................................................................................................ G 21 780 1/2" CDX PLY BOTH SIDES 8d @ 3" 8d @ 12" 3/4" @ 20" G-1 ..................22................. 830 3/8" CDX PLY BOTH SIDES 8d @ 2"8d ................................................................................................................................................. @ 12" 3/4".@.20" (2) 16d @ 2" 6" O.C. . ............................................................................................................................................................................................................... H 23 870 1/2" CDX PLY BOTH SIDES 10d @ 3" .................................................................................................................................: 10d @ 12" 1"@24" . (2) 16d @ 2" H-1 24 1110 1/2" CDX PLY BOTH SIDES 10d @ 2" 10d @ 12" 1"@ 20" (2) 20d.@ 2" 4"O.C. 1. OVER DOUGLAS FIR FRAMING 2. ALL PANEL EDGES BACKED W/ 2 -INCH NOM. OR WIDER FRAMING U.N.O. 3. STAGGER ALL SILL NAILING 4. PRE -DRILL ALL 20d & LARGER 5.5/8" T-1-11 SIDING MAY BE SUBSTITUTED FOR 318" CDX PLY. 6. A -35F CLIPS +440# EA. 7. All shear walls with load plf.of over 350 shall have 3X min framing menber at plates and panel edges 8. All nails are base on the following 6d .099 dia Z' Ig, 8d .113 dia, 2 1 /2" Ig, 10d.128 dia, 3' Ig. DW Collers 5d .086 dia, 15/8" Ig 6d .092 dia, 17/8" Ig, 8d .113 dia 23/8" Ig NOTE HOLDOWN SCHEDULE ALL HOLDOWNS ARE SIMPSON STRONG TIE U.N.O. FLOOR TO FLOOR H.D. H.D. ANCHOR END NAIL / SCREW LOAD WOOD TYPE NAME TIE SPAN BOLT READ. CAPACTY MEMBER 1 CS18 N/A 9" 18-10d COM. 1270 2x 2 CS16 N/A 11" 22-10d COM. 1650 2x 3 CMST14 N/A 34" 74-16d COM. 6795 4x 4 LFTA N/A N/A 16-10d COM 1205 2-2x 5 FTA2 N/A N/A 4-5/8" 2820 2-2x . 6 FTA5 N/A N/A 4-5/8" 3725 2-2x 7 ST6224 N/A N/A 28-16d COM. 2520 2-2x 8 MST37 N/A N/A 22-16d SINKERS 1764 4x 9 MST60 N/A N/A 48-16d SINKERS 4191 4x 10 PHD2 5/8" N/A 10-SDS1/4x3 3285 2-2x 11 PHD5 5/8" N/A 10-SDS1/4x3 4500 2-2x 12 PHD8 7/8" N/A 24-SDS1/4x3 7120 2-2x 13 HD8A 7/8" N/A 3-7/8" 7460 4x 14 HD10A 7/8" N/A 4-7/8" 9540 4x 15 HD20A 11/4" N/A 4-1" 13380 6x NOTE HOLDOWN SCHEDULE ALL HOLDOWNS ARE SIMPSON STRONG TIE U.N.O. FTOOTING/SLAB HOLDOWNS SINGLE POUR 2500 PSI CONCRETE H.D. H.D. A.B. STEM NAIL / SCREW LOAD WOOD NOTE TYPE NAME TYPE WALL BOLT READ. CAPACTY MEMBER A LSTHD8 N/A 6" 24-16d SINKERS 1825 2-2x B STHD8 N/A 6" 24-16d SINKERS 2210 2-2x C STHD10 N/A 6" 28-16d SINKERS 2880 2-2x D STHD14 NIA 6" 38-16d SINKERS 4295 2-2x E PAHD42 NIA 6" 7-16d SINKERS 782 2x F HPAHD22 NIA 6" 9-16d SINKERS 1118 2X G HPAHD22 N/A 8" 12-16d SINKERS 1725 2x H PHD2 SSTB16 6" 10-SDS1/4x3 3285 2-2x J PHD5 SSTB20 6" 13-SDS1/4x3 4500 2-2x K PHD6 SSTB24 6" 18-SDS1 /4x3 5585 2-2x L PHD8 SSTB28 6" 24-SDS1/4x3 7120 2-2x M HD8A SSTB28 6" 3-7/8" 7460 4x N HD10A SSTB28 6" 4-7/8" 9540 4x 0 HD20A 11/4" 6" 4-1" 13380 6x ROOF/FLOOR DIAPHRAM SCHEDULE ( UN -BLOCKED) per NER-272 PAGE PANEL PANEL LOAD SHEATHING 1,2,5 EDGE FIELD RIM JOIST RFTR JOIST TYPE No. PLF NAILING NAILING BLOCKING SPACING SPACING I _ ,- p ROOF DIAPHRAMS R-1 1 110 1/2" CDX OR OSB 6d @ 6" 6d @ 12" SOLID 2x R-2 2 135 1/2" CDX OR OSB 8d @ 6" 8d @ 12" SOLID 2x R-3 3 150 1/2" CDX OR OSB 10d @ 6" 10d @ 12" SOLID 2x R4 4 215 1/2" CDX OR OSB 16d @ 6" 16d @ 12" SOLID 2x R-5 5 155 1/2" CDX OR OSB 14G STPI @ 6" 14G stpl @ 12" SOLID 2x R-6 6 130 1/2" CDX OR OSB 15G STPL @ 6" 15G STPL @ 12" SOLID 2x R-7 7 105 1/2" CDX OR OSB 16G STPL @ 6" 16G STPL @ 12" SOLID 2x FLOOR DIAPHRAM F-1 1 210 3/4" T&G COMPLY OR CDX 10d @ 6" 10d @ 10" SOLID 2x F-2 2 280 3/4" T&G COMPLY OR CDX 10d @ 4" 10d @ 10" SOLID 2x F-3 3 420 3/4" T&G COMPLY OR CDX 1 O @ 2 1/2" 10d @ 10" SOLID 2x F4 4. 480 3/4" T&G COMPLY OR CDX 10d @ 2" 10d @ 10" SOLID 2x F-5 5 340 3/4" T&G COMPLY OR CDX 16d @ 6" 10d @ 10" SOLID 2x F-6 6 380 3/4" T&G COMPLY OR CDX 16d @ 4" 10d @ 10" SOLID 2x F-7 7 460 3/4" T&G COMPLY OR CDX 16d @ 2 1/2" 10d @ 10" SOLID 2x F-8 8 508 1 1/8"" T&G COMPLY OR CDX 10d @ 6" 10d @ 10" SOLID 2x F-9 9 540 1 1/8"" T&G COMPLY OR CDX 10d @ 4" 10d @ 10" SOLID 2x F-10 10 590 1 1/8"" T&G COMPLY OR CDX 1 O @ 2 1/2" 10d @ 10" SOLID 3x - F -11 11 600 1 1/8"" T&G COMPLY OR CDX 10d @ 2" 10d @ 10" SOLID 2x F-12 12 640 1 1/8"" T&G COMPLY OR CDX 16d @ 6" 10d @ 10" SOLID 2x F-13 13 700 1 1/8°" T&G COMPLY OR CDX 16d 4" 10d.0 10" SOLID 3x ................................................................................................................................................................................................................................................................................................................................................. 1. OVER DOUGLAS FIR FRAMING 2. ALL PANEL EDGES ARE UN -BLOCKED 3. STAGGER ALL SILL NAILING 4. PRE -DRILL ALL 20d & LARGER 5.5/8" T-1-11 SIDING MAY BE SUBSTITUTED FOR 3/8" CDX PLY. 6. A -35F CLIPS +440# EA. 7. All nails are as follows 6d.099 dia, 21g, 8d.1 13 dia, 21/7' Ig, 10d.128 dia 3' Ig 16d.148 31 /4" Ig -- - d AlSoVk p P &.owrr ri- �1��- 1,�,tal•t_ �o�ow Z 4 Q. oow- Tues ; y,v. Lateral LoadingArea, Height & Weight Data Date: July 1 , 1999 rev 7-28-99 Firm: AEC Group Job: ER970B02 Rev -1 Bv: Larry J. Wainer A.I.A. FLOOR PLAN AREAS & SHEARWALL GRID SPACING -Establish G 'd S oo I Co t' E I Sh Page 1 n pacing r n ration ac e Archforms Ltd. Lateral Load Analysis & Construction Design Software Left 1 2 g 4 6 7 8 ear. Wall Spacing 8 16.5 11.25 2.65 17.6 Z= 3.4 Back 240.04 hRi= 344.96 29 !I Roof Roof R R R R 211.2 Block 2nd FI/Rf 13 561 236.25 2 598.4 2 2 47 13 1st FI 2 1 1 1 1 hRi= B Roof We= R R R R 111.3 739.2 2nd FI/Rf 4 R 2 2 2 2 42 Z= 3.6 1st 1 1 1 1 1 Framing 1.5 C Roof R R R R Shear 1.5 884 2nd FI/Rf 17 R 2 2 2 2 816 48 HzProj 1stA 1 1 1 1 1 Floor D Roof 7.7067 Flooring 4 Int .Finish 480 2nd FI/Rf 8 R R R R R 448 56 hRi= pq 1st A 1 1 1' 1 1 Insulation 0.5 Roof Other 2nd FI/Rf WI Area 10 We= 1st A 51.2 FLOOR HEIGHTS & WIND AREA Roof 64.8 -Establish Floor to Floor and Roof Heights (ft)- Wi= Roof Roof Floor 2nd FI/Rf 284.8 Pitch Height Height 1st FI 313.2 X/12 Roof Roof Roof Area 1768 8 2nd FI/Rf vRe 985 1st FI 1111 732 Enter Roof Height 9 1st Floor Floor Area 1486 Front Roof Roof Block Area Overall Depth 2nd FI ! Roof Roof Block Area Floor Block Area Perimeter Wall Overall Depth 1st Floor Floor Block Area Perimeter Wall Overall Depth Ness of10% of le Typical Overhang 2 Archforms Ltd. Lateral Load Analysis & Construction Design Software BUILDING CODE 627 427.5 100.7 668.8 93 BOCA 34 Z= 3.4 hRe= 240.04 hRi= 344.96 29 Overall Depth of Roof at 2nd A Roof Floor 264 198 .135 31.8 211.2 Block Block Perim 561 236.25 90.1 598.4 Framing 2 Area 47 13 34 2 42 Z= 3.2 hRe= 48 hRi= Other We= 51.2 Wi= 396.8 232 693 472.5 111.3 739.2 624 48 29 13 42 208 42 Z= 3.6 We= 64.8 Wi= 439.2 or¢. dim. or 40% of ht. but not less than 4% of least hor¢. dim. MaxQuake All Rights Reserved Q97.06W 01995 Archforms Ltd. Lateral Load Analysis & Construction Design Software BUILDING CODE TYPICAL DEAD LOADS 93 BOCA -Establish Dead Loads (lbs) - Right IX 94 SBCCI Roof Interior Wall Roof Floor 94 UBC Roofing 2.5 Gyp.Bd 4 Block Block Perim Overall Sheathing 1.5 Framing 2 Area Area Wall Width Framing 2 Int. Finish 676 48 Snow Other 477.8 36.75 56 6 6 624 48 56 Ceiling 208 Roof at 2nd FI 56 Insulation 0.5 Exterior Wall 48 192 11.25 Typical Framing 1.5 Ext Finish 5 224 8 OH Gyp. Bd. 2.8 Shear 1.5 884 2 Other Framing 2 204 816 48 HzProj 4.8 Insulation 0.5 952 hRe= Floor Gyp. Bd. 2.2 7.7067 Flooring 4 Int .Finish 480 Sheathing 2 Other 448 56 hRi= Framing 3.5 11.2 183.54 Insulation 0.5 Other WI Area 10 We= 51.2 FLOOR HEIGHTS & WIND AREA 64.8 -Establish Floor to Floor and Roof Heights (ft)- Wi= Roof Roof Floor 284.8 Pitch Height Height 313.2 X/12 8 11.25 Roof Roof Area 1768 8 2.(d FI/Rtsof vRe 985 vRi Roof Area 1111 732 Enter Roof Height 9 1st Floor Floor Area 1486 Ist FI Slab: Y? WI Perimeter 190 average ht. Crawl Sp/Bsm vRe 529 vRi 543 Foundation Floor Area 2248 Wind Ht.(a)Ridge 28.25 WI Perimeter 196 Wind Ht.(aGable 22.625 Ridge F to B L to R Mean Roof Ht. 22.625 Runs? Y Lateral Load Analysis Page 2 MaxQuake 01995 Archforms Ltd. Date: July 1 , 1999 rev 7-2&99 Firm: AEC Group All Rights Reserved Lateral Load Analysis & Job: ER970B02 Rev -1 By: Larry J. Wamer A.I.A. Q97.06W Construction Design Software SEISMIC LOADS Roof 2nd Fl. 1st A Wt *Establish Dead Loads- oadsMat. Line Line Line Sum Mat.Weights 2nd Floor 1 st Floor 54838 1st Floor Base Level Item DL(psf) Area (so DL(lbs) Area(sf) DL(lbs) Area(sf) DL(Ibs) Wt Roof 6 1768 10608 732 4392 Wt Ceil 4.8 1485.75 7131.6 2248 10790.4 Wt Ext WI 11.2 1520 . 17024 1764 19756.8 Wt Int WI 6 1485.75 14857.5 2248 22480 Wt Floor 10 1485.75 14857.5 2248 22480 10790.4 Sum 2nd 64478.6 Sum 1st 79899.2 Base 'interior wall default: 10 psf of floor area 9878.4 Sum 2nd,1 st & Base 144378 -Distribute Weights to Various Levels - -Determine Base Shear - UBC Formula (28-1) BOCA Zone 3 Zone Map Fig.16-2 Z= 0.3 Table 16-1 Ip= 1.0 Table 16-K C= 2.75 Formula (28-2) Rw= 8.0 Table 16-N (Tied to Pg 9) V= ZIpCW/Rw V/W= 0.1031 V= 14889 lbs Table references used by MaxQuake see Code Sections cited or ADDendix A -Distribute Shear to Various Levels- . Roof 2nd Fl. 1st A Wt Tributary Weight Line Line Line Sum Wt Roof 2nd - 10608 1 st Floor 54838 Ce 1.19 10608 Wt Ceil 2nd 7131.6 vCq -0.7 7131.6 1/2Wt Ext WI 2 8512 8512 17024 Wt Int WI 2 2nd FI 14857.5 397 14857.5 Wt Floor 2 7,537 10,677 14857.5 1st Floor 14857.5 Wt Roof 1 st 11,305 4392 8,479 5,653 4392 Wt Ceil 1 985 10790.4 10790.4 1/2 Wt Ext WI 1 -25,317 9878.4 9878.4 19756.8 Wt Int WI 1 Uplift -12,948 22480 22480 Wt Floor 1 22480 22480 1/2Wt Ext WI Bsmt Wt Ceil Bsmt Line Sum 26251.6 63287.8 54838.4 144378 -Determine Base Shear - UBC Formula (28-1) BOCA Zone 3 Zone Map Fig.16-2 Z= 0.3 Table 16-1 Ip= 1.0 Table 16-K C= 2.75 Formula (28-2) Rw= 8.0 Table 16-N (Tied to Pg 9) V= ZIpCW/Rw V/W= 0.1031 V= 14889 lbs Table references used by MaxQuake see Code Sections cited or ADDendix A -Distribute Shear to Various Levels- . SBCCI 1607.4.2 UBC formula (28.8) Force at Level x = V (Wtx)(Hbo/Sum(Wti)(Hti) BOCA 1612.4.2 Ft assumed = 0 Ht is measured from plate to foundation Wt x Ht x (Wt)(Ht) Fx Roof 26252 17 446277 6541 2nd FURoof1 63288 9 569590 8348 1 st Floor 54838 Ce 1.19 Sum 144378 17 1015867 14889 WIND LOADS -Wind Pressure - UBC P=gslwCeCq Figure 16-1 Vp 75 Section 1614 Ex C Table 16=K Iw= Table 16-F qs 14.5 Table 16-G Ce 1.19 Table 16-H, #2 hCq 1.3 Table 16-H, #2 - vCq -0.7 Hz. Force (psf) Ph= 22 Vt. Force (psf) Pv= -12.08 -Total Wind Load In Each Direction At'Each Level (lbs), 0 GOVERNING LATERAL LOADS -Maximum Total Load In Each Direction At Each Level (lbs) - Front to Back Governs Side to Side Governs Roof 2 18,147 Wind 8,059 Wind 2nd FI/Roof 1 10,677 Wind 8,348 Seismic 1st Floor 5,653. Wind 4,240 Wind Trib Area F to B Trib Area L to R Wind Load End Z Inter Z SumP'At End Z Inter Z SumP'At F to B L to R Roof 2 240 345 13,122 8 184 4,290 Roof 1 18,147 8,059 2nd FI 51 397 10,049 51 285 7,537 10,677 8,008 1st Floor 65 439 11,305 65 313 8,479 5,653 4,240 Up Roof 2 985 1,111 Uplift -25,317 -25,317 Up Roof 1 529 543 Uplift -12,948 -12,948 GOVERNING LATERAL LOADS -Maximum Total Load In Each Direction At Each Level (lbs) - Front to Back Governs Side to Side Governs Roof 2 18,147 Wind 8,059 Wind 2nd FI/Roof 1 10,677 Wind 8,348 Seismic 1st Floor 5,653. Wind 4,240 Wind Shear Wall Segments Data, Lines 1-8 Page 3 MaxQuake 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: July 1 , 1999 rev 7-28-99 Firm: AEC Group Job: ER970B02 Rev -1 By: - Larry J. Wamer A.I.A. Q97.06W Construction Design Software Line 1 Line 2 Line 3 Line 4 Line 5 Line 6 Line 7 Line 8 Segment (Seg)'names a-g appear to show possible quadrants (q). Remove Segs not used. Move and add 1,2... to denote multiple (m) seg's in a quadrant, ie., U. Sea Variables' LQ: S I th. Ht: Seg h ht from bld. data). B: Bearin Wall? - B= es. E/I: Ext. or Int. Wall? - E=Ext 1=Int. S: Stacked S above, same row, m &:5 L . 2nd Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level q&m Lg Ht B Ell q&m Lg Ht B E(I q&m Lg Ht B Ell q&m Lg Ht B Ell q&m Lg Ht B Ell q&m Lg Ht B Ell q&m Lg Ht B Ell q&m Lg Ht B Ell a 9 8 8 E a 8 a 13 8 B I a 8 a 9 8 B E 1,2,3.. b 8 b 8 b . 8 b 8 b 8 Wall c 9 8 B E c 8 c 12 8 B I c 8 c 9 8 8 E Lines Run From Front to Total Lgth 18 Total Lgth Total Lgth 25 Total Lgth Total Lgth 18 Total Lgth ^Total Lgth _ Total Lgth Back load trans to ad' line load trans to ad' line 1st Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level q&m Lg Ht B E/I S q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m L-Ht B E/I S a 10 9 B E S a 9 S a 9 a 17 9 B I S a 19 9 B E S b 4.8 9 B E S b 9 S b 9 S b 9 S b 9 S c 4.5 9 B E 3 c 9 S c 9 c 9 S c- 6 9 B E d 9 d 9 d 9 d 9 d 9 d 9 Total Lgth 19 Total Lgth Total Lgth Total Lgth 17 Total Lgth 25 Total Lgth Total Lgth Total Lgth load trans to adj line load trans to adj line load trans to adj line Base Iq&m Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B Ell S q&m Lg Ht B Ell Sq&m Lq Ht B E/I S 37 BES 37 BE B E S S Total Lgth 37 Total Lgth Total Lgth ^ Total Lgth Total Lgth 37 Total Lgth ^ Total Lgth ~ Total Lgth load trans to adj line load trans to adj line load trans to adj line load trans to adj line Shear Segment Height/Length ratio is limited to 3.511 for edge blocked panel. 'HVL > 3.5 limit ears if exceeded. See Code Ch. 16 for HULq limits for other assemblies. Shear Wall Segments Data, Lines A -H Page 4 MaxQuake 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: July 1 , 1999 rev 7-28-99 Firm: AEC Group Job: ER970B02 Rev -1 By: Larry J. Wamer A.I.A. Q97.06W Construction Design Software Line A Line B ILine C Line D Line E I Line F ILine G ILine H Segment (Seg) names 1-7 appear to show possible quadrants (q). Remove Segs not used. Move and add a,b... to denote multiple (m) segs in a quadrant, ie., 2b. Seq Variables L. : Se I . Ht: S h ht from bld. data). B: Bearin Wall? B= es. Ell: Ext. or Int. Wall? - E=Ext 1=Int. S: Stacked Se above, same row, m &:5 L . 2nd Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level q&m L9 Ht B Ell q&m Lg Ht B Ell q&m Lg Ht B Ell q&m Lg Ht B Ell q&m Lg Ht B Ell q&m L9 Ht B Elf q&m L9 Ht B Ell q&m Lg Ht B Ell A,B,C.. 2 10 8 B E 2 8 2 8 2 10 8 B E Wall 3 8 3 8 3 8 3 8 Lines 4 10 8 B E 4 8 4 8 4 10 8 B E Run 5 8 5 8 5 8 5 8 From Side to 20 Total Lgth Total Lgth Total Lgth 20 Total Lgth Total Lgth Total Lgth _ Total Lgth Total Lgth Side load trans to ad' line load trans to ad line 1st Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B Ell Sq&m Lg Ht B Ell S 1 9 1 9 1 9 2 8 9 B E S 2 9 S 2 10 9 B E S 2 9 3 9 S 3 9 S 3 9 S 3 10 9 B E S 3 9 4 4.5 9 B E S 4 9 S 4 9 S 4 9 4 9 5 9 S 5 9 S 5 9 S 5 9 9 B E S 5 9 13 Total Lgth Total Lgth Total Lgth 29 Total Lgth Total Lgth Total Lgth ^Total Lgth ~Total Lgth load trans to adj line load trans to adj line load trans to adj line Base Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level q&m Lg Ht B E/I S q&m L - Ht B Ell S q&m Lg Ht B E/I S q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B Ell Sq&m Lq Ht B Ell S 48 B E 48 1 B E 48 B E 48 Total Lgth Total Lgth Total Lgth 48 Total Lgth 48 Total Lgth Total Lgth i Total Lgth Total Lgth load trans to adj line Iload trans to adj line Shear Segment Hei ht/Len th ratio is limited to 3.5/1 for eclblocked panel. "HUL > 3.5 limit ears if exceeded. See Code Ch.16 for HtILq limits for other assemblies. Lateral Load Distribution & Overturning Moment Page 5 MaxQuake 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: July 1 , 1999 rev 7-28-99 Firm: AEC Group Job: ER970B02 Rev -1 By: Larry J. Warner A.I.A. Q97.06W Construction Design Software Lateral Line 1 Line 2 179 Line 3 Line 4 Line 5 Line 6 Line 7 Line 8 Force Seis %= Wind %= W/ft= if V, -snow RM= if V.67 V.85 OTM= if Stk Vnet'ht Vadj= V= Sumv= Distrib Crib fl A/Sum flA bib wl AISum MA Sum lev. Hl trib area Wt/fY L ^2/2k SumV'Ht'Lo )7Lq SumV from ad' Ln Ln%"Vmax SorW Vad'+Vabv+V 2nd % S/W % SMI 17.7 17.2 % SMI 29.8 28.9 % S/W 14.9 14.5 % SMI 21.8 21.1 % SMI 18.9 18.3 % S/W % S/W Level Seg W/ft RM OTM Se W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Wind a 179 4.83 21 a 22 a 123 6.94 37.7 a 22 a 185 4.99 15.3 18,147 b 22 b 22 b 22 b 22 b 22 c 179 4.83 21 c 22 c 123 5.91 34.8 c 22 c 185 4.99 15.3 Vadj line 2 Vadj line 1 or 3 2.13 Vadj line 2 or 4 Vadj line 3 or 5 6.45 Vadj line 4 or 6 Vadj line 5 or 7 0.5 Vadj line 6 or 8 Vadj line 7 2nd level V 2nd level V 3.12 2nd level V 5.25 2nd level V 2.63 2nd level V 3.83 2nd level V 3.33 2nd level V 2nd level V Sum V w Sum V 5.25 w Sum V w Sum V 9.07 w Sum V w Sum V 3.83 Sum V Sum V 1st % SMI 5.95 7.14 % SM/ 23.1 21.9 % S/W 25.5 24.8 % SM/ 11.1 12.4 % S/W 21 18.1 % S/W 18.3 15.7 % SMI % SM/ Level Seg W/ft RM OTM Seg WIft RM OTM Se W/ft RM OTM Se W/ft RM OTM Seg Wift RM OTM Seg Wlft RM OTM Se W/ft RM OTM Seg WIft RM OTM Wind a 534 17.8 68.9 a 63 a 165 a 286 27.6 116 a 468 56.4 44 10,677 b 377 2.93 11.7 b 63 b 63 b 63 b 63 c 534 3.61 21.9 c 63 c 165 c 63 c 468 5.62 11.9 d 22 d 42 d 42 d 42 d 42 d 42 Vadj line 2 Vadj line 1 or 3 2.88 Vadj line 2 or 4 Vadj line 3 or 5 Vadj line 4 or 6 10.9 Vadj line 5 or 7 Vadj line 6 or 8 Vadj line 7 V above V above 5.25 V above V above 9.07 V above V above 3.83 V above V above 1st level V 0.76 1st level V 2.34 1st level V 2.65 1st level V 1.33 1st level V 1.93 1st level V 1.68 1st level V 1st level V w - Sum V w Sum V 10.5 w Sum V w Sum V w Sum V 12.9 w Sum V 5.51 Sum V Sum V Base % SMI 5.16 7.14 % SMI 20.6 21.9 % SMI 25.9 24.8 % SMI 13 12.4 % SM/ 18.9 18.1 % SIW 16.4 15.7 % S/W % S/W Level Seg W/ft RM OTM Seq Wlft RM OTM Seg W/ft RM OTM Se W/ft RM OTM Seq W/ft RM OTM Se W/ft RM OTM Se W/ft RM OTM Se W/ft RM OTM Wind 123 55.9 88 40.2 5,653 Vadj line 2 Vadj line 1 or 3 6.71 Vadj line 2 or 4 Vadj line 3 or 5 Vadj line 4 or 6 Vadj line 5 or 7 9.68 Vadj line 6 or 8 Vadj line 7 V above V above 10.5 V above V above V above 12.9 V above 5.51 V above V above Bsmt level V 0.4 Bsmt level V 1.24 Bsmt level V 1.4 Bsmt level V 0.7 Bsmt level V 1.02 Bsmt level V 0.89 Bsmt level V Bsmt level V w Sum V w Sum v 18.4 w Sum V w Sum V w Sum V w Sum V 16.1 Sum V Sum V Lateral Load Distribution & Overturning Moment Page 6 MaxQuake 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: July 1 , 1999 rev 7-28-99 Firm: AEC Group Job: ER970B02 Rev -1 By: Larry J. Warner A.I.A. Q97.06W Construction Design Software Lateral Line A Line B Line C Line D Line E Line F Line G Line H Force Seis %= Wind %= W/ft= if "W ,-snow RM= if "W .67,V.85 OTM= if St'k Vnet'ht Vadj= V= SumV= Distrib trib fl A/Sum flA trib wl A/Sum WA Sum lev. Wtrib area Wuft'L ^2/2k SumV'HYL L SumV from ad' Ln Ln%'Vmax SorW Vad'+Vabv+V 2nd % SNV 19.1 19.1 % S/W 25 25 % SNV 30.9 30.9 % SM 25 25 % S/W % S/W % SMI % S/W Level Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seq W/ft RM OTM W/ft RM OTM Seg Oft RM OTM Seg W/ft RM OTM Wind 8,059 2 160 5.33 16.1 2 22 2 22 2 181 6.05 16.1 3 22 3 22 3 22 3 22 4 160 5.33 16.1 4 22 4 22 4 181 6.05 16.1 5 22 5 22 5 22 5 22 Vadj line B 2.49 Vadj line A or C Vadj line B or D Vadj line C or E 2.01 Vadj line D or F Vadj line Eor G Vadj line F or H Vadj line G 2nd level V/ft 1.54 2nd level V 2.01 2nd level V 2.49 2nd level V 2.01 2nd level V 2nd level V 2nd_ level V 2nd level V W Sum V 4.03 w Sum V w Sum V w Sum V 4.03 Sum V Sum V Sum V Sum V 1st % S/W 10.8 15.5 % SM 16.2 20.2 % S/W 28.4 25 % S/W 33.8 29.8 % S/W 10.8 9.52 % S/W % SM % S/W Level Seg W/ft RM OTM Sea W/ft RM OTM Se W/ft RM OTM Seg Wlft RM OTM Seg W/ft RM OTM Se W/ft RM OTM Seg W/ft RM OTM Se W/ft RM OTM Seismic 1 42 1 42 1 - 22 8,348 2 326 6.95 54 2 63 2 542 23 51.4 2 22 3 42 3 63 3 63 3 382 16.3 17.2 3 22 4 326 2.2 45.3 4 63 4 63 4 223 4 22 5 42 5 63 5 63 5 382 13.2 15.5 5 22 Vadj tine B 2.19 Vadj line A or C Vadj line B or D Vadj line C or E 2.71 Vadj line D or F Vadj line Eor G Vadj line F or H Vadj line G V above 4.03 V above V above V above 4.03 V above V above V above V above 1st level V 1.24 1st level V 1.62 1st level V 2.37 1st level V 2.82 1st level V 0.9 1st level V 1st level V 1st level V W Sum V 7.46 w Sum V s Sum V s Sum V 9.56 s Sum V Sum V Sum V Sum V Base % S/W 13.9 15.5 % S/W 18.9 20.2 % S/W 26.2 25 % SM 31.1 29.8 % S/W 9.96 9.52 % S/W % S/W % S/W Level Se W/ft RM OTM Seg W/ft RM OTM Se W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Se W/ft RM OTM Seg W/ft RM OTM Se W/ft RM OTM Wind ### #WA ### #M/A 0.4 4,240 65 49.9 Vadj line B 1.06 Vadj line A or C Vadj line B or D Vadj line C or E 0.86 Vadj line D or F Vadj line Eor G Vadj line F or H Vadj line G V above 7.46 V above V above V above 9.56 V above V above V above V above Bsmt level V 0.66 Bsmt level V 0.86 Bsmt level V 1.06 Bsmt level V 1.26 Bsmt level V 0.4 Bsmt level V Bsmt level V Bsmt level V W Sum V 9.171 w Sum V w Sum V w Sum V 11.7 w Sum V 0.4 Sum V Sum V Sum V Shear Wall and Hold Down Requirements Page 7 . MaxQuake ©1995 Archforms Ltd. Date: July 1 , 1999 rev 7-28-99 Firm: AEC Group All Rights Reserved Lateral Load Analysis & Job: ER970B02 Rev -1 By: Larry J. Wamer A.I.A. 097,06W Construction Design Software 1 ILine 2 1Line 3 ILine 4 Line 5Line 6 Line 7 Line 8 ILine Uplift = Overturning Moment (OTM) - Resisting Moment (RM) ! Segment Length (Seg Lg). Minimum required Hold Down HD T "Delta Number" selected from Hold -Down and Wall Str Schedule on Page 9. 2nd HD HD HD HD HD HD HD HD Level Seg U lift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type a 1,795 A H6 a 2,370 A H7 a 1,147 A H3 1,2,3.. Wall c 1,795 A H6 c 2,411 A H7 c 1,147 A H3 Lines Run From Front to Shear(plf) Shear(plf) A 291 Shear(plf) Shear(plf) A 363 Shear(plf) Shear(plf) A 213 Shear(plf) Shear(plf) BackWall T e Wall T A 4 Wall Type Wall T A 4 Wall Type Wall Type A 6 Wall Type Wall Type Roof U lift from Side toSide Winds resisted b Left and Right Ext. Walls Uplift I Rf 2 @ Ext WI 268 Uplift Detail @ Rf 2 & Ext WI A V 1st HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Se • Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type a 5,105 A H17 a 5,185 A H17 a b 1,820 A H6 c 4,068 A H16 c 1,045 A H2 Shear(plf) Shear(plf) A 541 Shear(plf) Shear(plf) Shear(plf) A 756 Shear(plf) A 220 Shear(plf) Shear(plf) Wall Type Wall Type A 2 Wall Type Wall Tvne Wall Type A 44 Wall Type A 6 Wall Type Wall Type Roof Uplift from Side to Side Winds resisted by Left and Right Ext. Walls Uplift (plf) Rf 1 @ Ext WI 173 Uplift Detail @ Rf 1 & Ext WI A U StrHold-Downs and Collectors must run continuous through the Wall below to the Foundation. If no Wall below, be to Beams, sized for Hold -Down Point Loads: Base HD HD HD HD HD HD HD HD Level Seg Uplift Type S Uplift Type Seg Uplift T e S Uplift T Se Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Shear(plf) Shear(plt) A 497 Shear(plt) Shear(plf) Shear(plf) Shear(plf) A 434 Shear(plf) Shear(plf) Wall Type Wall Type A 2 1 Wall Type Wall Type Wall Type Wall Type A 3 Wall Type Wall Type Shear per Linear Foot (Shear(plQ) = Sum of Shear at that Line & Level (Sum V) I Linear Feet of Shear Wall at that Line & Level (Sum Seg Lgth). Minimum required Shear Wall Construction for Wall Type Symbol is selected from Shear Wall Schedule on Page 9. Shear,Wall and Hold Down Requirements Page 8 MaxQuake 01995 Archforms Ltd. Date: July 1 , 1999 rev 7-28-99 Firm: AEC Group All Rights Reserved Lateral Load Analysis & Job: ER970B02 Rev -1 By: Larry J. Wamer A.I.A. Q97.06W Construction Design Software Line A I Line B Line C I Line D Line E Line F Line G Line H Uplift = Overturning Moment (OTM) - Resisting Moment (RM) / Segment Length (Seg Lg). Minimum required Hold Down HD Type) "Delta Number" selected from Hold-down and Wall SSchedule on Paqe 9. 2nd HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seq Up lift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type A,B,C.. 2 1,079 A H3 2 1,007 A H2 Wall Lines 4 1,079 A H3 4 1,007 A H2 Run From Side to Shear(plf) A 201 Shear(plf) Shear(plf) Shear(plf) A 201 Shear(plf) Shear(plf) Shear(plf) Shear(plf) Side Wall Type A 6 1 Wall Type Wall Ty pe Wall Type A 6 1 Wall Type Wall Type Wall Type I Wall Type Roof Uplift from Front to Back Winds resisted b Front and Back Ext. Walls U ift(pM Rf 2 @ Ent WI 190 uplift Detail 0 Rf 2 & Ext WI A V 1st HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift T Se Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type 2 5,879 A H18 2 2,837 A H14 3 92 A NA 4 9,589 A H2O 5 254 A NA Shear(plf) A 596 Shear(plf) Shear(plf) Shear(plf) A 330 Shear(plf) Shear(plf) Shear(plf) Shear(plf) Wall Type A 2 1 Wall Type Wall Type Wall Type A 4 1 Wall Type Wall Type Wall Type I Wall Type Roof Uplift from Front to Back Winds resisted by Front and Back Ext. Walls Uplift(plf) Rf 1 @ Ext WI 89 Uplift Detail @ Rf 1 & Ext WI A T Siraps/Hold-Downs and Collectors must run continuous through the Wall below to the Foundation. If no Wall below, be to Beams, sized for Hold-Down Point Loads. Base HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type #N/A # #WA #WA # #NIA Shear(plf) A 191 Shear(plf) Shear(plf) Shear(plf) A 243 Shear(plf) A 8 Shear(plf) Shear(plf) Shear(plf) Wall Type A 6 Wall Type Wall Type Wall Ty A 6 Wall Type A 6 1 Wall Type Wall Type Wall Type Shear per Linear Foot (Shear(plf)) = Sum of Shear at that Line & Level (Sum V) / Linear Feet of Shear Wall at that Line & Level (Sum Seg Lgth). Minimum required Shear Wall Construction for Wall Type Symbol is selected from Shear Wall Schedule on Page 9. Shear Wall and Hold Down Schedules Page MaxQuake 01995 Archforms Ltd. Date: July 1 , 1999 rev 7-28-99 Firm: AEC Group All Rights Reserved Lateral load Analysis & Job: - ER970B02 Rev -1 By: Larry J. Wamer A.I.A. Q97.06W Construction Design Software SHEAR WALL OPTIONS: Place an "X" in the appropriate green shaded block. Select only one option under each heading. Hol own Special Zone Hardware Mfg. Wall Framing Material Shear Wall System Ply/PB Wall Sheathing Fasteners X No X Simpson X Doug Fir or So.Pine X All Plywd or PB X 3/8'or112" CD or 2MW X 8d Com Los Angeles Haden Hem Fir (s.gray.<.49) Gyp,Stucco or Ply 3/8"ort/2' Struc I 10d Com . Kant/Silver 12 ga Steel Masonry 3/8"or112" CD o/GB 14 ga Staple Other (See Apx.C) Other 16 ga Steel Sti. X brace 318"ort/2" Struc I o/GB No.7 Screw To Customize, Overwrite Schedule or See Apx. C Other Other Other SheathinglFastener Combo (See Apx: C) all Hold -Down and Strao Schedule Hol own Max Min. Wall FoundationY Type oad Sheathing Nail Bolts Nail Lag Sy of Uplift Post FI to R AnchorBolt A35 GF:900 GF:120�f3F:478 GF:450 lbs. Size Strap StrapsDia. 9,10 NA cons ct wall as spec'd per symbol or any below" Note 1;2 5d@7" 72"o�� 12"oc 48"oc use hold-down across fr mbol 24"oc NA up to \ 10 use the hold-down liste any below A 4 380 112" PI 4" .s 24"oc 3"oc A H1 2x LSTA12 8"oc A H2 1,0 2x LSTA18 j FSA 5 A 44 760 ea side 112" Ply ; ' 4" 12"oc 6"oc A H3 1,295 LSTA24 ' 4"oc A H4 1,370 MSTA24 ? A H5 1,685 2x', MSTA30 LTT20 1/2" A H6 1,995 2x STA3� PAHD42 A H7 2,520 2x S 4 5 Offset panel edges opposite sides of wall A H12 2,760 2-2x M PAHD42 HD2A 518" A H14 3,300 2-2x 62 ' MPAHD 8 Pre -drill 31 hole for lag bolts. A H15 3,705 2- MST37 ', HD5A 314" A H16 4,405 2 MST48 HD6A 7/8" A H17 5,800 -2x MST60 A H18 6,46 2-2x HD8A 7/8" A H19 8, 0 2-2x HD10A 7/8" A H2O 1080 4x HD14A 1" A H25 5,305 6x HD15 1-114" 7 1 Straps a D's as Mfg. by Simpson Strong -Tie Co. Cat C-96 `. 2 Nail S s & Hold -Downs W10d (2x max.pen.1-518") See Details an fg. Data for Nailing, Bolt and Embedment Requirements 3 If Cont. Rim Joist Add Lgth. to Wall Strap to Span to Wall Below 4 aps and Hold -Downs must run continuous to Walls below, if no Wall below, tie to Beams, sized for Hold -Down Point Loads Fear Wall Schedule Wa Shear Wall Edge Anchor Plate to FI. late Type oad Sheathing Nail Bolts Nail Lag Clips Symbol (p Material 8d 518"x12 16d 1�113" A35 GF:900 GF:120�f3F:478 GF:450 Note 1,2 Note 3 Note 6 Nole /Note 6,8 Note 9,10 NA cons ct wall as spec'd per symbol or any below" 5d@7" 72"o�� 12"oc 48"oc wllath 60"oc 8"oc 24"oc A 6 260 1/2" 6" /36"oc 4"oc 16"oc A 4 380 112" PI 4" .s 24"oc 3"oc 12"oc 2 A 3 490 112" Ply 3" : y 18"oc 9"oc 8"oc 2,4 A 2 640 112" Ply" 14"oc 7"oc 6"oc 5 A 44 760 ea side 112" Ply ; ' 4" 12"oc 6"oc 5"oc . 2,5 A 33 980 ea side 112" Ply f 9"oc 4"oc 4"oc 5,6 A 22 1,280 ea side 112" PI 2" 6"oc 3"oc 3"oc ? 1 Sheathing: 3/8"-1/2" (4 ply min. , CC Pty, or 2 -M -W 'cle Bd Wall edges blocked 2 Framing: 2x DF typ, 3x r if 10d W +1-5/8" penetrati .2" or 3"oc 3 Typical Fasteners: 8d on or Galv. Box nails (no sink , nail field @12" 4 3x framing at all pane. ges W nails at less than 2" oc., stagg min 11T from edge. 5 Offset panel edges opposite sides of wall 6 Anchors and olts (ASTM A-307) spaced per Schd w/Washers ht to Sill 7 Stagger nail ' plate 8 Pre -drill 31 hole for lag bolts. 9 Clips: P to Blocks only req'd if no shear sheathing continuity from Wall to cks 10 Anc and Clips as Mfg, by Simpson Strong -Tie Co. Cat C-96 Shear Wall and Hold Down Schedules Page 10 MaxQuake 01995 Archforms Ltd. Date: July 1 , 1999 rev 7-28-99 Firm: AEC Group All Rights Reserved Lateral Load Analysis & Job: ER970B02 Rev -1 By: Larry J. Wamer A.I.A. Q97.00M Construction Design Software DIAPHRAGM OPTIONS: RUN Framing Mat Rf/FI Diaphragm X DF or So.Pine Unblocked Hem Fir X Blocked Edges Other other To Customize, Overwrite Schedule or See Apx. C Fasteners 8d Com Only X 8d@Rf, 10@FI 10d Com Only 14 ga Staple Other Wind and Earthauake Design Data Applicable Building Code: - 94 UBC Type Force Cont. Joist or Strap Washer Wind Speed mph 75 Seismic Zone 3 Importance Fact. 1 Ground Acc. (Aa) 0.3 Exposure Cat. C Importance Group 1 Wind Pres.horiz. psf 22.43 Soil/Struc.Period 2.75 Wind Pres. vert. psf -12.1 Response Factor 8.0 Roof/Ext. Wall UP -Lift Detail Schedule 2- HD6A Wall Uplift Stud to Plate Plate to Rafter Stud to Rafter Type I at 16" oc at 24"oc at 16" at 16" oc 50 2- HDBA A C8 16,620 3- 200 7/8" 8.47 A T 100 Ply Nailing or H2 H2 A U 180 A35 H4 H2 2 A properly sized continuous Rafter or Joist can act as both Collector and Tie A V 310 SP1 H10 H1 H2 A W 460 SP4 H7 H10 LTS10 A X 600 SP2 H10 H7, A Y 1,170 FTA2 A Z 2,560 Material FTA7 7 8d Nail 10d Nail 1 Anchors and Clips as Mfg. by Simpson Strong -Tie Co. Cat C-96 For Customer Service Call 800 -958 -ARCH or FAX 800 -968 -ARCH Collector 1 Tie and Dianhraom Schedules CIT Max. Collectorfrie Tie Tie Rod Type Force Cont. Joist or Strap Washer Symbol (lbs) Solid Blocking or Cont. Dia. Dia. HD less of C&T par to grain: 425 Joist 20ksi 625 Note 1,2,6 Note 2,3,4 Note 4 Note 5 Note 7 Use Collector/Tie as spec'd per symbol or any below NA 310 A C1 2,231 2x4 ST6224 A C2 3,506 2x6 MST37 3/4" 1.79 2- HDSA A C3 4,405 2x8 MST48 718' 2.24 2- HD6A A C4 5,800 200 MST60 7/8" 2.96 2- HDBA A C5 6,440 2x12 2- MST37 718' 3.28 2- HDBA A C6 8,310 2- 2x10 HSTS 718" 4.23 HD10A A C7 11,080 2- 2x10 718" 5.65 2- HDBA A C8 16,620 3- 200 7/8" 8.47 2- HD10A 1 Provide Cont. Rim Joist/Rafter or Solid Blocking at all Shear Wall Grid Lines 2 A properly sized continuous Rafter or Joist can act as both Collector and Tie 3 Between Blocks or breaks in Rafters/Joists provide straps to maintain Tie continuity 4 Run All -thread Rod thru RftlJst, Igth=LoadlShear(plf), secure ends wl Washer or HD 5 Provide Washer w/ Dia. (inches) at end of blocked RftlJst bays, Mal. iron or 114" St. 6 Connect Continuous Collector/Tie to shear wall as required by Shear Wall Schedule 7 HD at Rod to Shear Wall andlor RftlJst. Mfg. by Simpson Strong -Tie Co. Cat C-96 Roof Shear Diaphragm Edge Floor Shear Diaph. Diaphragm Load Material Nail Diaphragm Load Material Symbol I Note 1,2,4 Note 3 Symbol (pIj Note 1,2,4 8d Nail 10d Nail A R6 270 112" Ply 6" A F6 320 314" Ply A R4 360 112" Ply 4" A F4 425 314" Ply A R3 530 112" Ply 2-1/2" A F3 640 314" Ply A R2 600 ,112" Pty 2" A F2 730 314" Pry 1 Sheathing: 1/2 or 3/4 CD, CC Ply, or 2 -M -W Particle Board w/ ALL EDGES BLOCKED 2 Framing: 2x typical, 3x req'd if 10d wl more thanl-5/8" penetration, less than 3"oc 3 Typ. Fasteners: 8d Com. @ Roof, 10d Com. @ Floor (no sinkers) field 12"@Rf, 10'@FI 4 Continuous Rim Rafter/Joist REQUIRED at perimeter of all blocked diaphragms Collector/Tie & Diaphragm Loads, Lines 1.8 Page 11 MaxQuake 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: July 1 , 1999 rev 7-28-99 Firm: AEC Group Job: ER970B02 Rev -1 By: Larry J. Warner A.I.A. Q97.06W Construction Design Software Line 1 Line 2 Line 3 Line 4 Line 5 Line 6 Line 7 Line 8 Seg CIT Load (back) - load on the Collector and/or Tie at the back side of the Seg. CIT Type - min. adequate Collector/Tie. Seg beg - feet Seg begins from next Line down. front - C/T load at front side of the front Seciment. Shear - the max. Di hraqm Shear of anysector along the Line seex.B . °G ° ars to warn of CIT discon'nuitv. 2nd CT Load CIT Seg CIT Load CIT S CIT Load CR Seg CIT Load CIT Seg CIT Load CIT Seal CIT Load CIT Seg CIT Load CIT Seg CIT Load CIT Seg Roof Seg back Type_!?e2 Sea back Type ;Neg back Type beg Seg back Type b Seg back Type bQSeg back Type beg Seg back Type beg Seg back Type be a 552 A C1 a 0 NA a 403 A C1 1,2,3.. Wall c 828 A C1 c 535 A C1 c 604 A C1 Lines Run From Front to front front 1657 A C1 front front 2149 A C1 front front 1209 A C1 front front Back Shear(plf) Shear(plf) 138 . Shear(plf) Shear(plf) 239 Shear(plf) Shear(plf) 101 Shear(plf) Shear(plf) Rf Diaph Rf Diaph A R6. Rf Diaph Rf Diaph A R6 " Rf Diaph Rf Diaph A R6 Rf Diaph Rf Diaph 1 Rf CIT Load CIT Seg CIT Load CIT Sec CIT Load CIT Seg CIT Load CIT Sec CIT Load CIT Seg CJT Load C/T Sq- CIT Load CIT Seg CIT Load CIT Seg 2 FI Seg ck Type beg Seg back Type beg Seg back Type beg Seg back Type beg Seg back Type bec Seg back Type beg Seg back Type beg N back Type be a -333 A C1 a -1225 A C1 a -787 A C1 b -3289 A C2 c -1262 A C1 c -514 A C1 front front 1287 A C1 front front front -2755 A C2 front 262 NA front front Shear(plf) Shear(plf) 268 Shear(plf) Shear(plf) Shear(plf) 306 Shear(plf) 131 Shear(plf) Shear(plf) Rf Diaph Rf Diaph A R6 Rf Diaph Rf Diaph Rf Diaph A R4 Rf Diaph A R6 Rf Diaph Rf Diaph FI Diaph FI Diaph A F6 FI Dia h FI Diaph FI Diaph A F6 FI Diaph A F6 FI Diaph FI Diaph 1st ICIT Load CIT Sec CIT Load CIT Seg CIT Load CIT Seg CIT Load CIT Sec CIT Load CIT Seg CIT Load CIT Skc CIT Load CIT Sec CIT Load CIT Seg Floor ISeg back Type Seg back Type beg Seg back Type beg Seg back Type be Seg back Type beg Seg back Type beg Seg back Type beg Seg back Type beg #N/A f#1# #N/A ### front front ####A ? front front front front ####A C8 front front Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph If Rf or FI Diaph return -?" load values are higher than the dia hram capacity. Chan a to blocked diaphram or up fastener Option 10 or add Shear Wall 3or4 Collector/Tie & Diaphragm Loads, Lines A•H Page 12 MaxQuake 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & . Date: July 1 , 1999 rev 7-28-99 Firm: AEC Group Job: ER970802 Rev -1 By: Larry J. Warner A.I.A. Q97.06W Construction Design Software Line A I Line B I Line C I Line D Line E I Line F Line G I Line H Seg GT Load (left) - load on the Collector and/or Tie at the left side of the Seg. CIT Type - min. adequate Collector/Tie. Seg beg - feet Seg begins from next Line right. right - CR load at right side of the ri ht Seqment. Shear - the max. Di hragm Shear of any sector alonq the Line see x.B . °G ears to warn of GT discontinuity. 2nd CIT Load CR Sec CIT Load CIT Sec GT Load CIT Sec CR Load CR Seg CIT Load CIT Sec CIT Load CIT Sec CR Load CIT S CIT Load CIT Seg Roof Seg left T Se left Type beg S left T beg Seg left Type beg Seg left Type beg Seg left Type be Seg left T beg Seg left Type be A,B,C.. 2 504 a C1 2 504 a C1 Wall Lines 4 -434 A C1 4 -434 a C1 Run From Side to right 899 A C1 right fight right 899 a C1 ri ht right ri ht right Side Shear(plf) 77 Shear(plf) Shear(plf) Shear(plf) 77 Shear(plf) Shear(plf) Shear(plf) Shear(plf) Rf Diaph A R6 Rf Diaph Rf Diaph Rf Diaph A R6 Rf Diaph Rf Diaph Rf Diaph Rf Diaph 1 Rf GT Load CIT Sec CIT Load CIT Seg CIT Load CIT Sec CIT Load CR Seg CIT Load CIT Seg CIT Load CIT Se CIT Load CIT Seg CIT Load CIT Seg 2 FI Seg left Type bej Seg left Type beg Seg left Type be Se left T pe beg Seg left Type b S left T beg Seg left Type beg Seg left Type be 2 1320 A C1 2 2420 A C2 3 -4966 A C4 4 -5470 A C4 5 -8096 A C6 right 2035 A .C1 right right fight 1649 A C1 right right right right Shear(plf) 155 Shear(plf) Shear(plf) Shear(plf) 167 Shear(plf) Shear(plf) Shear(plf) Shear(plf) Rf Diaph A R6 Rf Diaph Rf Diaph Rf Diaph A R6 Rf Diaph Rf Diaph Rf Diaph Rf Diaph FI Diaph A F6 FI Diaph FI Diaph FI Dia h A F6 FI Diaph FI Diaph FI Diaph FI Diaph 1st GT Load CIT Sec CIT Load CIT Seg CR Load CIT Se C/T Load CR Seg CIT Load CIT Seg CIT Load CIT Seg CIT Load CIT. Seg CIT Load CR Seg Floor Seg left Type beg Seg left Type beg Seg left Type beg Seg left Type beg Seg left Type beg Seg left Type beg Seg left Type beg Seg left Type be #WA ### #N/A ### #WA ### right 9171 A C7 right right ri ht #### A C8 right 404 A C1 right ri ht right Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph A Diaph FI Diaph If Rf or FI Diaph return'?", load values are higher than the diaphrarn capacity. Change to blocked dia hram or up fastener Option 10 or add Shear Wall 3or4 FROM : BOHANNON k. A*EoC GRO�TP ARCHITECTURE ENGINEERING CONSULTING Lany J. Warner ARCHYFECT A.I.A 530-892-8008 389 Coimors Cr- D Chive, CA 95926 E -MAU, FAX NO. 15309922305 July 28, 1999 Michael Eberts 3491 Smith Ave. Biggs, CA_ 95917 RE: Plan Check Items for Bohannon Residence. Aug. 04 1999 10:19AM P1 1. Re-calc'd C-1. See attached rev/updated calx 2. See drawings sheet_ 3. _ & 4. Re-calc'd footings I & 2. See attached rev/updated vale. 4_ Same as # 3. 5. The calc's were based upon 1994 U_B.0 as ran..I have re -run within my older program and have added the 8' porches with the analysis'. 9. the roof diaphragm at the porch will transfer to shear walls cr house. See detail 2, sheet 3. -7,6. By Michael Eberts , 56e 8. Check headers for H.D uplifts. 6. The shear wall is 6'0" 10. ByMiichael Eberts t ILAAwdlNls NOMS12jii 11. Strap holdowns have been revised to PHD with SST628. Per Simpson catalog. Full value may be used when installed 24" from end or installed in a coater condition. 12. By Michael Eberts . t? �DK"NL 13. By Michael Eberts . ll& * W& 10eTW Z L j , $ fr j 14. See Plan slid . 4, 15. See detail 2,.sheet 3. 16. All top plates nailing, see detail 1, sheet 4. 17. By Michael Eberts i W SJR, i0 1. 18. By Mchael Eberts , Sit " ORS 1JOW 9 19. By Michael Eberts , s S:ff. 41 20. See attached letter ' Sincere arry J. Warner, A.I.A G �; C �-��• l� h$ f�T� LUPA WATW W. 9-0 05 FRk. Sia• z 14 P., APN: 022-080-022 -- Plancheck Comments Bohannon Residence 1. Column C1 was calculated using the reactions from Beam FB -2-1 and FB -2-2. Worst case loading for Column C1 is from the reactions from Beam FB -2-2 and FB -2-3. Calculations show a higher Live Load using these reactions. 2. Provide note or detail calling out the nailing for a 2x built-up column. 3. Re -compute footing FTG -1. Increase loads to allow for floor girder FG -1 to land of the footing from both sides. 4. Re -compute footing FTG -2. Add loads from floor girder FG -1. 5. It appears that the designer is using the required 1997 UBC equations to determine the seismic lateral loads. Adjust value for "R" found in the seismic analysis to match those found in Table 16-N of the 1997 UBC. For light frames wood shear walls R=5.5. 6. On sheet 2 of the drawings, Wall Line 5 on First Floor Plan shows an 8'-0" shearwall but calculations show a 6'-0" shearwall. Please clarify. 7. Label shearwall lengths on Wall Line A on First Floor Plan. 8. Re -compute headers at first floor to handle over -turning for shearwalls above. (HDR -1-7, HDR -1-8, etc). 9. Provide means of lateral resistance for porch roof greater than 6'-0". 10. Provide holddown detail at foundation and at floor -to -floor connection. 11. Verify the capacities of the holddowns used in this design for the use of a CMU block foundation. Also consider end -wall situations were applicable. 12. Provide detail of shear transfer at sill. Specify anchor bolt spacing at shearwalls and for typical condition. Detail full lateral load path showing all required shear transfer for the roof to the foundation. 13. Specify connection type and size for all post -to -beam connections. 14. Clearly indicate the member sizes around the floor diaphragm opening. 15. Provide detail showing how the lower porch roof is attached to the stud wall. 16. Provide note, specifying splice nailing or strapping at top plates. 17. Provide specification for all structural building materials and supporting details. 18. Provide fill specification at porch. 19. Provide design notes on the plans for the roof trusses used in this project. Please include all dead, live loads, wind and seismic data. July 13, 1999 Curt Bohannon. P.O. Box 255 Biggs, CA. 95917 Assessor Parcel Number: 022-080-022 Building Permit Number: 99-0927 BEAUTY DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by.this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. I gave one set of truss calculations to the architect when he picked up the plans. I did not get them back with the new plans. I. need this second set to issue the permit. .2. Let me know the distance from the garage to the new house. 3. When was the garage/office built? 4. Mr. Larry Warner needs to write a letter that he has reviewed the truss calculations and that they conform with his design. 5. The glazing areas on the energy calculations do not agree with the areas ori the floor plan. Larry Warner does not have a set of plans for us to compare. I am sending the plans and calculations to an outside plan check engineer today for his review.. It would expedite the issuance of this permit if I got a response to the above items as soon as possible. Thank You, Li da Sexton Plans Examiner June 16, 1999 Curt Bohannon P.O. BOX 255 Biggs, CA. 95917 Assessor Parcel Number: 022-080-022 Building Permit Number: 99-0927 `' �utte L'oun L A N D O F NATURAL WEALTH A N D BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: I calculate your square footage. to be 2975. Please revise your energy calculations to reflect this. I am including your school district form. Your floor plan indicates a 5o10o window on the'first floor and a 5o4o on the second floor of the house at the stairway. The' elevations do not agree. Please clarify. Please indicate the location of your AC unit. 4. Provide complete gravity calculations for the structure by an architect or engineer. Have the headers sized for the loads of the girder trusses, provide calculations for the floor joists which support the walls supporting the trusses, provide full bearing under girder trusses, show post sizes supporting the second floor, calculate the footings which support the first and second floor, show all supports of second floor girder, etc. How far is the garage from the house? If less than 6 feet, provide and detail a firewall in the garage. ..I�,,, 17,b' s- Y' t Provide lateral, de�igifby an architect or engineer due to the opening at the stairwell and the post and beam situation. The wall in front of the stairs needs to be balloon framed, and calculations done for studs over code allowed height. 6 Provide complete framing details for the covered porch at the laundry door. /11 The plans refer to field cut rafters at the "dormers. I have trusses for the dormers. Please clarify. 9 Please indicate all braced wall panels, interior and exterior, on the plans, the method of bracing and the nailing, �4-,P_ "LL W'61 10. Your energy calculations are incorrect. Please adjust the floor area and the percentages of fenestration. Also, round up on points. 11. Provide design for your foundation. A Have all engineering requirements put on two sets of plans and the plans stamped and signed by the engineer. '% - / Z —,;e-� 0 Plan check will continue upon receipt of the above items. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530)538- 7541 between the hours of 1:00p.m. and 4:00 p.m. Monday through Friday. Sincerely, Linda Sexton Plans Examiner June 16, 1999 Curt Bohannon P.O. Box 255 Biggs, CA. 95917 Assessor Parcel Number- 022-080-022 Building Permit Number: 99-0927 7�"' ,butte C LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: -4----+eal .elate- your-sglxare fbut a to be 2975"Please revise your energy ca clMations to Ase�o�tJre=house=at��a r-wa — he��ion�o no -agr eas 4. Provide complete gravity calculations for the structure by an architect or engineer. Have the headers sized for the loads of the girder trusses, provide calculations for the floor joists which support the walls supporting the trusses, provide full bearing under girder trusses, show post sizes supporting the second floor, calculate the footings which support the first and second floor, show all supports of second floor girder, etc. �- .Mss eT8FW—fFe tag r 6. Provide lateral design by an architect or engineer due to the opening at the stairwell and the post and beam situation. The wall in front of the stairs needs to be balloon framed, and calculations done for studs over code allowed height. 7. j Provide complete framing details for the covered porch at the laundry door. ..;,,r meFs _ - s- fog,.-! =� - n Ica e aII br ane s, mte' it 1. Provide design for your foundation. Have all engineering requirements put on two sets of plans and the plans stamped and signed by the engineer. 7., . .♦ M t f f ' • II I CA � r At � 4 Y • 7 r � 4 Y • 7 A*E*C GROUP ARCHITECTURE ENGINEERING CONSULTING Larry J. Warner ARCHITECT A.I.A 11 530-892-8008 389 Connors Ct. D Chico, CA 95926 E-MAIL RECEI VED August 9, 1999. AUG 101999 COU gMchael Eberts BUILINDIVpN 3491 Smith Ave. Biggs, CA. 95917 RE: Plan Check Items for Bohannon Residence. The following corresponds with the plan check list. 3. Re -calculated FTG- C-1 (we assume that this is the footing they are asking for and not footing 1. FTG -.1 was calculated w/ FG- 1 both sides.) This footing has been revised to 3' 3" square, 12" deep with (4) #4 bar 4. Recalculated FTG -C-2 ( we assume that this is the footing they are asking for. There is no FTG -2. This has been revised to 2'6" square X 12' deep. 5. This was. re -submitted last time and we have attached another copy. 9. Revised header calc to include both holdown uplift as well as the shear wall loading per linea_ 1 foot. These headers have been revised to a 4X12 DF #2. Sincer y, /tarry J. Warner, A.I.A lo• - D(, r,tv, 3 S454,r 5• 12 • SFS d�+l. 3 S ter � see- Drx-ML 3 sOrp&T �. CL. G�2'��v �ONAN►J�� BUIL15NG PERMIT SITE PLAN CHECKLIST APN: Building Permit No.: Proposed Use: SFD O MH O Res. Accessory O ' Ag. Bldg. O Commercial O Industrial O ` Other. Zone District: A - Luc) General Plan: &F C_ The Proposed Use Is: Permitted: Not ' Perinitted: Requires a Use Permit:_ Requires a Minor Use Permit: Requires an Administrative Permit: Accessory Bldg. Use: Parcel Created By Map? No� Yes: Book/Page Map Conditions? No: Yes: , See reverse side t Use Permit: Variance: Dev. Agreement: Applicable Setback Zoning Code Streets & Hwy. Fire Prevention Subdivision Map Front Side 2 Side,'street Rear 2 Height Parcel in Land Conservation Agreement? No: X - Yes: ,'Check Use - Parcel in North Chico Specific Plan? No: --'>< Yes: Check NCSP Zoning Parcel in Floodplain? No:7� , Yes: , Zone: Panel No.: Parcel in Enterprise Zone? No: :>< Yes: , Check Use CommerciaUlndustrial Uses Parking Requirements: OK as shown Other. Landscaping Requirements: OK as shown Other Comments: Reviewed By: �� Date: CHECK SPECIAL CONDITIONS WHICH APPLY TO PARCEL• UN _ESS OTflER WISH NOT .Dv —1. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading or vegetation removal. Minimize the removal of mature trees, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced by planting replacement trees of equal number and not less than _ gallon size. :: •:. } _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which are to be retained as part of the project, shall be fully protected through the use of root protection zones (RP2). During constriction, RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the tnmk to tide dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind shall be allowed The RPZs shall be maintained after the completion of construction in oder to continue to protect the oak trees, but the fencing tthall be removed. • . _3. Fencing for area other than residential area shall be limited to a maximtttn of 5 wire strands. The lower strand shall be at _ least 16" above the ground and the upper strand shall be no higher than 48" above the ground. – _4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2,500. _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entitilcments mist be obtained. a California Fish and Game 1604 Streambed Alteration permit and an Army Corps 404 permit or exemption certificate. _6. Pay the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. —8. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. —9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to die Planning Division. _ 11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. 12. —13. 14 K.1BLDGC:F(4 FR..M 7 U V a-'IBOUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION �. -- ' `7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT No. (Rev. 12/96) APPLICATION AND PERMIT �- ASs CELNU7&6 D01NG BUILDING PERMIT owNeg� Ltt`� G� rt f /G �7 noD - C— 'EPMONE SO. FT. OCC. BUILDING VALU TION ow I1DD _ � /: J CO CTOR'S NAME VU TELEPHONE , CO s MA0.1NG ADDRESS CONSTpUQ110N LENDER � Frep4ce LENDER'S G ADDRESS Total aluation S ARCNf�ECTOR ENGINEER - 'in �€� Filing F 0.00 Permit Fe Plan Chec n Fee $ sL , ARcwmer OR ENOAEERs MAKING ADDREss j (1� 1 SUI DINGADQ Q DRES3 �I f� C! (J / Energy Plan Checking Fee S PERMIT FEE _ LOT NO. SUBONLSION'SNAMEOldp=iil. MAP PLUMBIN PERMIT Filing Feel 20.00 USEOFSTRUCTURE SF r"C Duplex ❑ Mobilehome O Other sPeery Each Trap 1,3 7.00 1,00 Solar or heat pumilwater heateJ 23.00 Water piping 15.00 / /qtq Each as water heats or vent 15.00 •�. TYPE OF WORK New ❑ Addition Remodel ❑ Udlitles ❑ installation ❑ Other ❑ Describe Work: ��$ �[� I/ �+�� ? Gas piping system 1 - SNputletil 15.00 Building sewer 15.00 Mobile Home I S I G I AV 020.00 PERLOTVEE S Q ELECTRICAL PERMIT Fling Fee 20.00 Main Service a -00v OR LEes 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is in full force and effect License (;class Lic. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project ❑ 1 am exempt under Sec. , Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -Insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed d.the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, l shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, 1 shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over0' ee�y landl de lition or construction of structures over 3 stories In height VYf 1 Main Service 200A T +�+► 46.00 NEW coNST. occaP• VX' 3-f,05 : 26 OR AD". a SIDS. NowiF ESID. • MU wunET Ca 7.50 Po APPARATLS 8 SN OUnEr CIR. EX. OccU OR FIXTURES Ex. Occup. O °APPS .)0ERA. N 5.00 Temporary Servi a 23.00 Mobile Home FaIjilitles 20.00 Wisc. Wiring 23.00 4 1 PERMIT FEE $ Pal ' MECH ICAL PERMIT Kling ee 20.00 Heating CoolingQd Hood 6•5 Ventilation PERMIT FEIE $ Mobile FI6me Installation Fee $ Energy nspection Fee $ occ CONST. TYPE -� TOTAL FEE $ 1112 D. FEES I IMP FLDOD COF PARCEL PD i ISSUE This ilermit is hereby Issued under the of the Butte County Code and/or indicated above for which fees have By EXPIRES ON applicable provisions Resolutions to do work been paid. Date fa Receipt No.PERMIT WHITE-D.O.S.-B.O. JARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION '7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICA TION DA TA SHEET vy'OWNER:AASSESSOR PARCEL ER: D 'D Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy DesignCompliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ 1/ 10. Fees of $ -� 3__ 10 ------------------------------)-7-.-)---------------------------- G11. Impact fees as shown on the attached schedule. P �/----a- --------------------------- 1112. California Department of Forestry plan approval/fees. 1113. �Flood elevation certificate. ------------------- - - ----------------------------------------------------------- tj'14. Sanitation and plot plan approval t"OU i Health Department. ------------------------------------------- C ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning -approval for (A) Use: (B) Parking: 1:118. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). --- ❑20. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------------- ❑22. Workers' Compensation carrier and policy number. ----------------------------------------- ------------------ ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner El) - -------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑ 26. Letter of intent on building use. --------------------------------------------------------------- ------------------- El27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. --------------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- (Date) 1130. Other: ------- When you issuet, rocess as follows ❑ Mail to owner, ❑ all to Telephone�p0 (� Zo and hold for pickup at U; 79ctor. 11 Deliver with inspector. -G Apphcant: ate: Copy of Haz-Mat form sent •o.Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: 1 d / ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. 74 �- OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature.. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuirig your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement : YES . NO C3 2. I HAVER HAVE NOT C3 signed an application for a building permit for the proposed w6dL* ' 3. I have contracted with the following person (firm) to provide the proposed construction:., ADDRESS: _34T// (�evj 4 AVE - CITY: � 5 PHONE:_ �56 ��67�J CONTRACTOR'S LICENSE NO. 4. I plan to' provide portions of this work, but I have hired the following person to coordinate, sdpervise, and provide the major work: NAME: ADDRESS: CITY: 4,7, PHONE: CONTRACTOR'S LICENSE NO. - 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK`.:' SIGNED: PROPERTYOWNER: C� ' SOCIAL SECURITY NUMBER:_ DATE- - - NOTE: -This Owner -Builder Verification is required by Section I993I—nd7983ZWA California Health and Safety Code. This verification must he completed iutd returned to our office before we are permitted to issue the permit. OVER - I OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection. -you should be aware that as "owner-buildee, you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than. yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: _ ♦ If you employ or otherwise engage any persons other than your immediate family. and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, ,_ workers compensation insurance, disability insurance costs, and unemployment compensation contributions;. , ♦ There may be financial risks for you if you do not c out these obligations and these risks are es ecial Y Y Y QTY p ly serious with respect to worker's compensation insurance. ' ♦ For more specific information about your obligations gderFederal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payment/ and the Division of Industrial Accidents. M If the structure is intended for sale, property owners who are not licensed contractors are allowed to performtheir work personally or through their own employees, without a licensed contractor or subcontractor, only under lia4ited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are hot required to be signed by property owners unless they are performing their own work personally. Information about licensed contrac!prs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. JMicy, C. Vi iia, CB.O. r, Building Inspection NOTE. This Owner -Builder Information is required by Section 198.10 of the California Health and Safety Coda OVER COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT `� T)2S2pCbNU ZONING BUILDING PERMIT T AND JANET BOHANNON TELEPHON SO. FT. OCC. BUILDING VALUATION VNT 1Tff"BIGGS CA 95917 CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAIUNG ADDRESS CRRCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ rXk R9MR LICENSE NO. C796Permit Filing Fee $ 20.00 Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ Bti1MADMTH AVENUE, BIGGS Energy Plan Checking Fee $ PERMIT FEE S LAT NO. SUBDN610NS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE PO Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition M Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOMS AND COV PORCH Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I G w @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 600VOR LESS Main Service 2o.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: JV 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service TO IDSA 46.00so NEW CONST. DWEIIJNG OCCUP. DWE200ALLING OR ADONS. ( a ACC. BLAS. SO 3.5QFr. NON.RESID T.MULTI-OUTLET @7,50 PSO APPARATUS a SINGLE OUTLtT US EX. Occup. OtlTLET OR FIXTURES �0 @ 1:00 LNS Ex. Occup. oFlvnErs A.,6.) EE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. �� 4 _ 9 r/ X Date a Signature of Applicant - ❑ Owner ff Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP I FLA cDF I PARCEL I PD HD ISSUE This permit is hereby issued under in the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. �4L !1 7 /�5�, 75PC' / / WHITE-D.D.S.-B.D. 6!UY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT _,,. -4�.,` .. .. _ `. .�._ ., r :.:'� ,,; ,. .�, .. �., :•�. rya;., -,..-_:. �"„mc....... COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES'!- BUILDING DIVISION ^= • 7 County Center Drive • Oroville, California 95965..* Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND�PERMIT 4 g-14 S-9 ,�ppp�Cp,NU g� ZONING .. BUILDING PERMIT i,. 'CURT AND JANET BOHANNON TELEPHON SO. FT. OCC. BUILDING VALUATION IpNts x Z *' BIGGS CA 95917 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CQUR—CTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ TWRWR LICENSE Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ sL� LD�Ic� 34� ADNTH AVENUE, BIGGS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SP(❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition DO Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOMA AND COV PORCH Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 1@20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A oR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.- License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG OCCUP. OR ADONS. ( a ACC. BIDS. So 3.50FT. L=RIDT• MULTI.OUTIET 97,50 6 PSINGOUTLET OWELEPPARATUS R ACIR. Ex. Occup. ouTLETORFocruREs 20 @'.0° SAL @ .so Ex. Occup. OF"Lu Rus1O °R� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall _ not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the LaboryCode, I shall forthwith comply with those provisions. &�— �+ D p� — X Date � 7 0 Signature of Applicant - ❑ Owner ❑ Contractor 0 Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures_ over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAz. D. FE6 IMP I FLOQLi V/ CDF PARCEL P° HD ISSUE This permit is hereby issued under in the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON; the applicable provisions Resolutions to do work been paid. Date pare ReceiptNo. . 244417/'1SA 75Pr1 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION ® = 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT " 114 S-? Vl. L-'IJARC NU gERl ZONING n BUILDING PERMIT (WRT AND JANET BOHANNON TELEP 90 SO. FT. OCC. BUILDING VALUATION OPNT W 155; BIGGS CA 95917 CONTRACTOR'S NAME MT -OR TELEPHONE CONTRACTORS MAILING ADDRESS C091i TION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ iiAl�lr.t Rnl�ili\GI\ �K LICENSE NO. C79689 Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan CheckingFee $ 4 c� �E,s ��I�i41' M�TH AVEWLIE, BIGGS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Eachas water heater or vent 15.00 TYPE OF WORK New ❑ Addition b Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOMI AND C()V P'ORC'H Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 8001 Main Service 2001 OR. S 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service TO I 46.00 WEU200A NEW CONST. DWEWNG OCCUP. U OR ADDNS. ( a ACC. BLns. SO 3.50FT; pESIIDD MULTI.OUTLEf 97.50 POWERNGLE APPARATUS 8 SI OUTLET CIR. Ex. OCCu OUTLET OR FDRUREs 20 @'.50 BAL @ .50 Ex. Occup. OUTLETS 'IR E1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers'HAZ. compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. //``� Q �j X (•f!/1;r �1{/p)t/ Date r- ia— 7 d _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ D. FEES IMP FLOOD ✓/ CDP PARCEL PD HD ' ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. 244412/359.75PC// WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ti COUNTY OF BUTTE,- DEPARTMENT OF DEVELOPMENT SERVICES:. BUILDING DIVISION '? 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541. PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT WISIS ppRCQ,NU g®, ZONING BUILDING PERMIT VURT AND JAM BOHANNON TELE°ON SO. FT. OCC. BUILDING VALUATION OJYNUS Oil PJS DIM CA 95917 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS C�OWIVON LENDER jLENDERS Fireplace MAILING ADDRESS Total Valuation $ [JKK R Kf'fI LICENSE Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ �yI D§JADgfTH AVMM' BI +GS .JS► X1'9 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE S EI Duplex ❑ Mobilehome ❑ Other S7 SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition 8 Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM AND COV PORCH Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 "OOVOR LESS Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: jeI, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO lOooA 46.00 NEW CONST. DW EWNG OCCUP. OR ADDNS. ( 8 ADC. BLDS. SO 3.5¢FT. ,�µCONS ES, IMULTI.OUTLETITS 97.50 APPARATUS 8 SINGLE OUTLET CI R. TU EX. Occup. OUTLET OR FIXRES .00 eAL @ I.w Ex. Occup. ourEi. APE I6.) Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. f�" p X C. 4d'r 90WIfIVVAAl Date y- �0 _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOD COF PARCEL PD HD ' ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date DefB Receipt No. 9444X 'y• /5 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ,n. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Post this job card in a safe conspicuous place. Do not remove until all required inspections are made and building is approved for occupancy. Plans must be available on the job site. A.P..022-080-022----- --PERMIT#98-1459 Owl, BOHANNON, Curt & Janet _ I_ 3491 Smith -Ave., Biggs y Con' Add' 3-Bedrms-&-Cov-Porch/SF --- Pere-+, i o. F PERMITTEE MUST CALL FOR INSPECTIONS Footings Piers Underground Conduit Pre-Gunite Underfloor Electrical Underfloor Mechanical Underfloor Framing Slab Rough Electrical Rough Mechanical Framing Shower Pan Do .N.ot Insulate UntilAbove'Signed . . ......... Insulation Fireplace Throat ucco and Brown Sewer Service Water Service Pool Final Plumbing Final Electrical Final Mechanical Final "Building or M.H. Final DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED FOR OCCUPANCY Addresses Infolrmation Oroville 7 County Center Dr. 538-7541 538-7636 Chico 1469 Humboldt Rd. 891-2751 891-2834 Revised 7/94 022-080-022 PERMIT#98-1459 BOHANNON, Curt & Janet 3491 Smith Ave., Biggs Add 3 Bedrms & Cov Porch/SF Dear Property Owner: L A N D O F NAT U RA L W EA LT H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 We have issued a permit to construct a new building, an addition, or to do remodeling on your property. This letter is to inform you we have approved the building plans submitted for conformance with code requirements. We will only inspect the construction for conformance with code requirements. It is your responsibility to see that the building conforms to your plans and expectations. Should you have -any questions concerning this letter or any other matter pertaining to the construction, please do not hesitate to contact this office. Yours very truly, Michael C. Vieira, C.B.O. MCV:ahb Manager, Building.Inspection RE: Attached Building Permit Dear Permittee: J61(tte Count L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: 1916) 538-7541 FAX: (916) 538-2140 Attached is your building permit along with the approved set of plans and a job card. Please post the job card on the job site in a conspicuous location for the inspector to sign during the various phases of construction, and also have the approved set of plans on the site at all times. Inspections will not be made if the job card and approved plans are not on the job at the time of inspection. Please review the approved set of plans before construction and make note of any corrections made in red. If any of these notes or corrections are not clear to you, please contact this office - do not proceed with the work without making the correction. The job card must be signed by the inspector before proceeding with each item listed. Should he not sign the card, a white correction notice will list the corrections to be made and a call back inspection must be made before going any further. Please allow 24 hours for inspection service. As a reminder to you, it is illegal to occupy this building or portion of building for which this permit is issued without approval from this office. On certain occasions a temporary occupancy will be permitted. Please do not confuse gas or electrical service to the building as an occupancy clearance. Before occupancy, all of the "final items" listed on the job card must be signed by the inspector or special permission given. Your permit expires one year from date of issuance. If the work has started, but is not completed and finaled by the expiration date, a renewal permit is required. If the renewal application has not been made within 30 days of the original permit expiration date, or if the work has not commenced, a new permit application and fees will be required. IIRon completion of the work covered by this permit, please contact this office for final inspection. Should you have any questions concerning this letter or any other matter pertaining to building construction, please do not hesitate to contact this office. Micliael C. Vieira, C.B.O. MCV:ahb Manager, Building Inspection Attachments I• RESIDENTIAL 022-080-022 _ PERMIT#98-1459 BOHANNON, Curt & Janet PERMIT NO. 3491 Smith -Ave.' ; Biggs PERMIT EXPII - i Add 3 Bedrms .. & _ Cov Porch/SF I OWNER CONTR. ASSESSOR PARCEL LOCATION CHECKED SRA BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) Signature V=OK - O = Not OK `=NottRealdyble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-Dep"pacing-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer, Location -Test -Fall -CYO -Concrete 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Afg.-Bracing 4. Water, Location -Test -Easement -Needed (Sketch) 5. Alum. Awn.; Columns-ConnectionsSplice Decal -Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / /'L'ft. / /Nat. or/ /I -'YL/ /LPG 7. Electric 7. Well Clearance & Disconnect S. Fnng.; Sils-AnchorsStuds-Rttrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'a 3. Gas; MH Test-DemandValve-Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector 3. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distance-GFl 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. Elec.; Pod Lighting; 15 Volts-GFI ' 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal w/5 -Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/8 Circulating Equip. -Pod L )htg. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 12. Permanent Foundation Only: License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Dep"pacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Afg.-Bracing 5. Alum. Awn.; Columns-ConnectionsSplice Decal -Enclosures 6. Carports; Windows -Doors 7. Electric S. Fnng.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'a 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFl 5. Elec.; Pod Lighting; 15 Volts-GFI ' 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/8 Circulating Equip. -Pod L )htg. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche - Date Card B-1 Date Card B-1 Date Card B''-1 Date Card B-1 ✓ = OK O = Not OK - = Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. ZoningSetbacks-Easments-FloodSlope RESIDENTIAL (Single & Duplex) Date 2. Ftg., Main; Soils-Elec. Gmd. / P Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ f' Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ P Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped Fireplace Ties or Type A Flue -Fireplace Throat clearance 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 6a. Hold Downs and Special Anchors Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 7. Slab, Steel -Wrapped Garage Fire Protection Framing 8. Piers -Fireplace Ftg.-Steel 52. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 53. 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 54. 11. Water Pipe; Test -Anchors -Regulator -Service Test 55. 12. Electric Underground 56. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 57. 14. Girders -Sills -Anchor Bolts -Joists Vents-Cdppies 15. Access & Ventilation Glazing Area -Glass Protection -Skylights -Plastic 16. Insulation Shear Walls: Nailing -Bolts 60. Brace Interior / Exterior Wall Panels Date 61. Card B-1 Date Card B-1 Date 62. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #s Date 17. Water Htr.; Vent -Access -Combustion Air Baffle Card B-1 Date Card B-1 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 63. 21. Test Tub & Shower, Second Floor -Tub Access 64. 22. Gas Pipe; Sae & Anchors 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection Date 66. Card B-1 Date Card B-1 Date 67. G.F.I. & Bath Fixtures & Tub Access -Spa Card B-1 Date Card B-1 Date Elec. Trim & Subpanel, Breaker Sizes & Labels ELECTRICAL (Permit) OK except #'s 69. 23. Fixture & Transformer Clearance -Ins. Protection 70. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 71. 25. Size Bo es & No. of Conductors Stapled 72. 26. Romex I stalled Close to Edge of Studs & C.J. 73. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 74. 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 75. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 76. 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 77.Plb., 31. Service -Riser Conductors & Ground -Main Disconect 78. 32. Equip. Clearances Panels-Motors-Mech. Epuip. 79. Insulation -Foam -Looked in Attic 33. Clothes Closet Light -Shower Light -Spa Light Guard rails & Deck Construction -Post Caps 34. Smoke Detector Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #s Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 35. A.C. Ducts Insulation & Support Water Well, Disconnect, Electrical, Plumbing 36. Vent Fan, Exhaust above insulation Exterior Elec. Trim, G.F.I. Receptacle -Underground 37. Condensate Drain & Overflow, Size & Grade Ventilation Throught House 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet Glass Protection 39. Attic Access & Platform if Furnace in Attic Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #s 40. Sits Proper Materials & Anchors Card B-1 Date Card B-1 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound Card B-1 Date Card B-1 42. Bearing Walls over Girders & Floor Nailing Card B-1 Date Card B-1 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rfr.. Ties-Purlin-roff Brac: TrussShting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls: Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77.Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.FI.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541^��/� J T NO. (Rev. 12/96) APPLICATION AND PERMIT (.J '7 ASSESSOR PARCEL NUMBER 0,2;2— — 02 Z Z070 PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAKING ADDRESS Z 9, CONTRACTOR'S NAME TELEPHONE - O(:) CONTRACTORS MODUNG ADDRESS )) • COhC:TRVCT!ON LENDER(90 LENDER'S MAILING ADDRESS Fireplace Total Valuation $ .WCNRECT OR cNG:NEEA LICENSE NO. Filing Fee s 20.00 AACMTECT OR ENGNEERS MAILING ADDRESS Permit FeeS 8' . SD Plan CheckingFee fi 3 " 5 5 BUILDING ADDRESS Energy Plan Checking Fee E -- S S PERMIT FEEPLUMBING , Q lL.: vo. SUBOr/IS IONS NAME PARCEL MAP PERMIT Fling Feel 20.00- USE OF STRUCTURE `3F ❑ Duplex ❑ Mobilehome O Other SPECIFY Each Trap 7.00 0.M Solar or heat pump water heater 23.00 Water piping15.00 S; 00 Each gas water heater or vent 15.00 00 TYPE OF WORK New ❑ Addition O Remodel ❑ Utilities ❑ Installation O Other ❑ Describe Work: _ — Gas piping system 1 - 5 outlets 15.00 ,00 Building sewer 15.00 00 Mobile Home I S I G I W 020.00 PERMIT FEE t5O. VU I ELECTRICAL PERMIT I Fling Fee 20.00 ov Main Service 8.0. OR LESS 1 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hare y 0irm under penalty of perjury that I am exempt from the Contractors License Law for the fallowing reason: O 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct.the project. 0 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall employ any person in any manner so as to become subject to workers'HA2. compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date _ Signature of Applicant - ❑ Owner ❑ Contractor O Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 413.00 NEW CONST. owELING OCCUP. s0 OR 3 5¢R.NEW 2 ( cod Mu�oun.sET NON•RESIo. @7.50 PowER APPARATUS a swoLE ourLET aR Ex. Occup. OUTLET ORFCRURES aw®':00 Ex. Occup. oFa�e AF °� 5.00 Temporary Service 23.00 00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 ' PERMIT FEE _ MECHANICAL PERMIT Piling Fee 20.00 Heating 100 —Cooling0 Hood 6.50 6,!50 Ventilation PERMIT FEE t ou Mobile Home Installation Fee $ Energy Inspection Fee S02 CONST. TYPE TOTALFEESnot [Thispemit E 0. FEES IMP FLOOD CDF PARCEL PO HD LSSUE is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. le rWReceiptNo. HITD.D.S E- .-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROO-APPLICANT I OFFICE COPY, Addres3 5� GAS - Meter'� r Date ELECTRIC�M Meter,By , D e !r y:tlH , J ••,11 F Inter -Depart em®randvm •�\C UN�i�� . To: Land Development Section, DPW FROM: Building Division, DPW SUBJECT: Improvements and Storm Drainage Clearance DATE: We have recently received an application to construct a (use) by (owner and/or contractor) at (location) A.P. No. Permit Appin. No. and he has been advised to contact your section regarding requirements. Would you please advise, by signing this memo, when you have cleared the,improve- menta and storm drainage facilities for this project so we may issue,the required permit. .F. Glander JFG:dd Chief Building Inspector. / / Improvements and drainage plans approved for construction. / / Improvements and drainage not required for construction. Other (specify) (signature) (date) ;r e\ UA I 4�� I '; 1 I J t 1 �Q i �. _. \. � �� ' ?C �` i r i i ;' ,/�� ii l� n — Ti �/� 6: p TO: -Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location Plan Approved for: Sewage Disposal Water Supply: Clearance foryA dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Public E.H. USE 0NL1I Plot Plan Attache .Floor Plan Attached� Sent to B.D. 1. ®-P , ;j AP# /+ Private Well ✓ �-6 "7 P Date .a TO: -Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location Plan Approved for: Sewage Disposal Water Supply: Clearance foryA dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Public E.H. USE 0NL1I Plot Plan Attache .Floor Plan Attached� Sent to B.D. 1. ®-P , ;j AP# /+ Private Well ✓ �-6 "7 P Date J£ Tf W K rz� n u%VI: 41 i lP .r u v CD Butte County . Environmental Flealth 00 , el MAI �` - - �,1 ` y€ . jji .�I __ � �---- a � + e� ` t.? SHEET �—OF_ati SHEETS ROOM AND FINISH DETAIL ORS FLOOR FINISH TRIM INTERIOR FINISH 121 Moterio/ Grade Ceilines t 119th: ft. BATH DETAIL SPECIAL FEATURES Book Coses I Quill -in Beds I Ytnetien 0/11lds ADDRESS DESCRIPTION OF BUILDING GLASS@SHAPE CONSTRUCTION STRUCTURAL:EXTERIOR` ROOF LIGHT/NO AIR CONDITION _ .. /� 0 - LigAI fr_omd". ^ ' -' Stucco on. f/oI 41 Pitch Wfr/11 Y Heating Coolie _ Sub • S/ondord �'ROO [-*A /M: Goble 4kA:r. Conduit Forced hwni ARCHITECTURE Slondord JheoMin SidingNip ( DX. Coble Grovily iNumial. A// u,se _0 -3=A -dei Above•Slandard Concre&Alock Pubd Fixtures 2 Stories _ Jpecial _ as a. Irac'. G. cut Up 1( Few Cheap wo//i/ni/ K •. 3 s' Ent NO/) USE TYPE erieA Shi /es Dorm 14mg. I dMediv- f/oorunil Living Y Jing/e FOUNDATION Adobe JhokeJ Mhn Jpecio/ Zone Mail Dinin - Double r "O_ FloorJois1: QS E. r. g6. Gulhrs Centro/•• Dupiex lit e�Apartment PLUMBINGBrick p.,•X•_4/4 rooBed Jub f/oar Slone Shake Court LConcrete WINDOWS rile OVBurner Mote/ Tile Trim /YolerHeoter M. -Lt r. U.lnsulo/td Ceilin s Slee/ Josh Composition Automol c Fireplace /nsuloled Nons Screen) Com o. Shin /e Gos X £/ect. OroinQd ' CONSTRUCTION RECORD EFFEC. APPR. NORMAL % GOOD RATING(E, G,A,f P) Ptrm.l No: for Amours/ Oo/e YEAR YEAR sirmain Aqe 9 rob/e % Cond. Arch. Furse. Con- roro eS Space NbrR- F/. No. lee I Life .. r Atlr. Phe /arm. upbd /Orel Yuhip n ` t.? SHEET �—OF_ati SHEETS ROOM AND FINISH DETAIL ORS FLOOR FINISH TRIM INTERIOR FINISH 121 Moterio/ Grade Ceilines t 119th: ft. BATH DETAIL SPECIAL FEATURES Book Coses I Quill -in Beds I Ytnetien 0/11lds COJI • Appraiser Dole W-91mb woi%F�m�� r "O_ N_ • lee I .. r COJI _ w.��' _tea 4.:.. ! ADDRESS— •y-a-._ ri tl r• 1 b ' MISCELLANEOUS BUILDING RSCORD PARCEL SHEET OF SHEET IPTION OF BUILDINGS Bldg. No• Structure Size Found. Wall 8 Exterior Roo/ Floor 8 Interior Detail Second Story or Lott Year Built WTO; LifeYr Type Cover Approiser-Dote G a e 4A See cf /- w C -o F s U - No 3473 19 a-2 19 ooM /. s� r� + „ �, ,� ,� v S c o tOlt Cost nit Cost Q X CostJag I , 1 r Grp ✓ 1 s G 7 CXw �, i S A COMPUTATION Approiser-Dote 19 7z-/.? G1.2,1 1964 3473 19 a-2 19 N e Area I unit Cost Cost �% Un t Cost nit Cost Q X CostJag oat Cost % bod L: / r Grp - O S G 7 CXw Total y03y Approiser- Dote 19 Gia y! 19 19 19 Idp Area Un Cost % d ^ f Cost ICost �• ^� Cost % R. C. N. UnJ1 Cosl y'• R. . N. lCost I ;AJ izgc _ I c Gc Q . 2 ..&.n :t�.�., � •'_. 'r'Y. r"� ��:�iWlt{�7'°r'n'=` 4ys►Tr.i^'+• oa.+^-.,-,, _ '�c - -;-�i� }'4s ' T ' �� a,'.�'9i'r ``�, .♦ L �a `''EO=B 22 93-1570 B — - INE 'V - VE, BIGGS GHTER' ♦. _ L� s ,• J • f � 1 t��x.j . ?` it i li e • f- 7 COUNTY OF BUTTE--DEPAh-1 MEN- OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7541 APPLICATIORAND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 022-080-022 ZONING A40 BUILDING PERMIT OWNER >•T,INE DAVIDSO1d JA� TELEPHONE SQ. FT. OCC. BUILDING VALUATION 2) OWNER'S Mq,i41 ff Vif fI51.5 AVE. BIGGS 95917 CONTRACTMA WIMP. BUILDERS TELEPHONE CONTRACTSjj6 ,AJR ESS GRIDIEY 95948 Fireplace tENDER CONSTRUCTTA� UNKNOWN Total Valuation Is Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ 15.00 ARCHITECT, rNGINEER IE,NGINEER'S LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECTYIOJRIV MAILING ADDRESS Penalty $ BUILDING SOF51311=1 AVE BIGGS Permit fee $ 30.00 PLUMBING PERMIT Filing Fee 15.00 w Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ZJ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G W @ 15.00 r TYPE OF WORK New ❑ Addition;_; Remodel[] Utilities❑ Installation❑ Other] Describe work: REROOF WITH COMP & REPAIR Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 200ATO1000AI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ' I am licensed under provisions of Chapt. 9, Div. 3 of the BuslneSS and Professions Code and my license is in full for and effect. License No. 4 � ?7G7 Classification J / ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCC OR ADDNS. ( ACC. BLDGS. LIP.& 3.6psq.ft. NEW CONSTR ULTI.OUTLET NON-RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES 20 760 Ex. Occup. OUTLETS ED APPIRESID.>REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department �J' a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Coolin g Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyof Butte to enter upon the above-mentioned property for inspection purposes. also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expen§es which may in any way accrue agains sai.d,County in cogsdquence of the granting of this permit. X l ' S ,� �- Date netarre of Applicant' 'owner 9 PP ❑ Contractor � Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 30-00I HAz I DFEES I IMP I FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECT- r1gMLNC By :tPERMIT E10 XPIRES Dat applicable provi- i resolutions to do have been paid. WORKS 1 Dat ^� ' 143145-30.00 Receipt No. WHITE-D.P.W„ YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT i COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916.538-7541 APPLIcATION'AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 022-080-022 ZONING A40BUILDING PERMIT OWNER JANINE DAVIDSON TELEPHONE S0. FT. OCC. BUILDING VALUATION OWNER'S My.t41f gRffff AVE. BIGGS 95917 CONTRACTrtF ANPT&TER BUILDERS TELEPHONE CONTRACTSq MIj�L� G A��RESS GRIDLEY 95948 C(��UU (jt1 f� Fireplace CONSTRUCT }RENDER UNKNOWN Total Valuation is LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ .0 ARCHITEC NONGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING A94WISMITH AVE BIGGS Permit fee $ 30.00 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF NJ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S G W @ 15.00 TYPE OF WORK New a Addition E] Remodel ❑ Utilities ❑ Installation❑ Other] Describe work: REROOF WITH COMP & REPAIR Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 200A TO t000A) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): 'S—I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full for and effect. License No._4 Classification ' ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.& OR ACDNS. ( ACC. 3.60 sq.ft. NEW CONSTR ULT.OULET '-OUT NON -RE BRANCH CIRC ITS @ 5.00 POWER APPARATUS SINGLE OUTLET CIR. ( 6 Ex. Occup(OUTLETS OR FIXTURES 20 760 20 Ex. Occup. FIXED TSPIRESI D.)RE A.J I 3.�0 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g '15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ' ❑ The permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 1 15.00 Heating Cooling g Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyof Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, co and expen es which may in any way accrue agains sa' ounty in co ence of t ranting of this permit. S" I X Date i nature of A licant - oWner g pp ❑ Contractor Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 30.00 HAz 0FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECT-9f�-f?Cl'BttC BY PERMIT EXPIRES Dat0, applicable provi- resolutions to do have been paid. WORKS Dat 2'y Receipt No. 143145-30.00 WHITE-D.P.W.. FELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE , BUILDING DIVISION DEPARTM T 1100DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott!Road, Paradise, CA - (916) 872-6307 iCORRECTION ,NOTICE < f OWNER ' w PERMIT NO. 1 � _ A routine: inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, *.'• please contact this office immediately. . i l UZI L. NOW's, _i .� i `.` Date 7 rispector REV 10/92 PERMIT NO. 1015-75B P E M MH UTiL. PERMIT NO. PERMIT EXPIRES �OWNER Eugene Boucher �CONTR. LOCATION (A.P. 22-08-22 v/ w/s Smith Ave., -L mi. N. of Biggs -Rio 11 Bonito' Mi', E. Biggs • Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. -Called PG&E JOB FINALED ��-/�/�- (Date) (Si nature) StemwaII Prov. for physically Heaters j Slab handicapped Appliances j Carport Conformance of ex. Gas Piping & est j Footings structure Temp. Gas Ij Slab ~ Final Sanitation Patio FIREPLACE Final Footings Footing Nti EILECTRICAL Masonry Walls Throat Rou h Reinf. Steel Final Fixtures Bond Beam FIRE PRI KLERS Motors Framing �� / �. Test Water Htr. Stucco Final Subpanels Mesh MECN4NICAL Grd. Fault Pro - Scratch Heating Service Brown Cooling Temp. Po Finish Ducts Under ro, nd Interior Lath Ventilation % Permanent Door Closer Final Final DATE REMARKS OR CORRECTIONS --� --- �'� L 3 vv-.. P COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Pipi Forms Parapets 1st Flo r Main Bldg. Restroom FinisD 2nd Flo r ! Footings -Windows� 3rd Flo4r j Stemwall Siding To out Slab Roof Sheathing Water Pi i Piers Roofin Sewer j Garage Fdn. Vents Fixtures Footings Garacie Vents Water Htr. j StemwaII Prov. for physically Heaters j Slab handicapped Appliances j Carport Conformance of ex. Gas Piping & est j Footings structure Temp. Gas Ij Slab ~ Final Sanitation Patio FIREPLACE Final Footings Footing Nti EILECTRICAL Masonry Walls Throat Rou h Reinf. Steel Final Fixtures Bond Beam FIRE PRI KLERS Motors Framing �� / �. Test Water Htr. Stucco Final Subpanels Mesh MECN4NICAL Grd. Fault Pro - Scratch Heating Service Brown Cooling Temp. Po Finish Ducts Under ro, nd Interior Lath Ventilation % Permanent Door Closer Final Final DATE REMARKS OR CORRECTIONS --� --- �'� L 3 vv-.. P ., COUNTY OF BUTTE —r4 DEPARTMENT, OF PUBLIC R S . /1 75' 7 County Center Drive — Oroville, California 95965 Telephone: •534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. oa CA!�!1 pate �- `�G+ `25 Signature of Permitee or Agent Receipt No.ZA� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DI —CTOR OF P IC WORKS By Date i X7.1 ilding permit expires Date...............:�`:�.....................�'�� BUILDING Owner SQ. FT. OCC. BUILDING VALUATION --10 'gyo.� Mailing Address �� ' l -� Ate $ Tele e No. NIT �Y" Fireplace Contractor Total Valuation Mai I Ing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ $ (x y Building Address �t .5/h1 I PLUMBING No. @ FEE PERMIT FILING FEE $2.00 9D J l.0 jG �Jy o s ��r �LG1 4,r,, & Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. -� '�� Zoning &Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F S®1ation Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Parcel Plans Declaration Parcel Ma p 60' R/W Im rove ents p Lawn sprinkler system 2.00 Bldg. PIec'd Parcel proval P Approval Permit Fee $ $ NEW ❑ ADDITION UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 'A f /I/G Main service incl. 1 meter. Additional meters, each 1:00 Sub -panel (12 or less) (more than 12) Single Family,4 Duplex ❑ Mobil Home ❑ Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixturesbal aio Receps., switches & fix outlets En CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring e,- 0 1 am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. �© I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling , Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ QL authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. oa CA!�!1 pate �- `�G+ `25 Signature of Permitee or Agent Receipt No.ZA� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DI —CTOR OF P IC WORKS By Date i X7.1 ilding permit expires Date...............:�`:�.....................�'�� NATE:=AII Matericvls Workmanship Shall' Be In., i, Accordance with Recognized Good Practices and of a quality .prescribed for' th Specified use in the l Uniform.-Buildinq,Plumbing & achanica,. Codes and - the' . National Electrical Code: this set of -plans and :Spec ftwtims MUST be dept on the iob at all times a d.it is unlawful to Aake any changes or elteratio s on same.wiihout Brittenpermisson from the D partment of Publlc \o'rks', Coi�nt� .I Of BUffe. /' — � (� Fhe' Bldg. Setback shall be 5 ft. from the side property line and 140 ft. from -the centerline of the road, permitting a maximum of a 2 ft. eave overhand ao�c t3kJTTE COUNTY .3UILb1NG OEPARTMENI {---------� APPROVER '`.;�,"•``';,� to � " d� dl's '^`�' Q • /1 / It a SITE PLAN 54 J A��O----- ..... ............. 7""' ...... 7 --------- ........ ..... ................. . ......... ........ . ..... .......... .— ... / ....... — ---------------------------- .......------------- - Z -— — .r _ -- - — - —. .. ...... ` ..... .. - .- v .. ._ .. .. .. .. _,; .. .. .. .......... ............ __ .. .. ...... .. .. ................... .. .. - -• -- .. _. ._ •_........- ............. - -- -- -- ............. .. .- -- .. ......................._ ..................... ._............................................... .. .. _. _ ..------__ .. .................__ _ .. .. .. _. .. .. .. .. _. .. __ .. _ .. .. _. .. .. .. _ _. .. .. .... .. _. __ .. _. — __ -- -- .. ._ .. - -- .. __ .. .. .. .. .. .. __ .. ._ .. .. .. ._ •- .. .. .. .............. .. .. .. ti .. _ .. _. .. _. .. _ .. .. (`5E `1 - .. .. .. .. -. _ l?4/ r :� _ _. .. ._ .. ._ i____ "V ` V r x .. .. .. .. .. .. _.- 1 'F ......................_ _ ._ _ . .!. ........................ .. ._ ............ .. .. _ _' .. ._ .. .. .. .. ��w - Q : . ............ .................. .. .. .. .. .. _. .. .. .. _. .. .._ .. .. _ .. ._ ._......................... ................. _ C(I� ` ¢ ' SC... 1 �/ YYY ...... .... . ... 7 '1' — — — .. _ .. — — ............ • — - — --- .. — — .. ._ .. -- ... ...... ...... ................... •: — .. ............ . ..... ............ ........... ...... ............. ............ ............ . ............ ------ ..... ------ ...... :. .............. ..... ._ .. .. . . • . • . .. ...:.- ._... % - .. . •• -- . - _ ..._ — .. . . ... . . . . . . . 41. ............ .. .. ' . i. .. .. .. .. .. .. . .. .. _ .. __ .. .. __ .. .. .. .. .. .. .. .. .. .. .. .. .. .......4 F _. .. ... i ._ .. .. .. _ % __ _... .. .. .. .. . J A. 5 `�• ._ .. .. _. -. -.. _...... _._.. - - - - - - - - - .. i_. .... .. . : i_... .. .. .. .. .. ............... .. _. .. .. ...:_j.. .. .._ ........... .__ .. _ ......... ........... .. _ .. ............. ..-----_ .. .. _ .. ._ .. _ .. .. __ .. _ .. _ .. .. _ .. - .. _ _ .. ............. .. _ ..... .. ...... .. .. .. _. .. ._ i .. .. .. .. .. .. .. .. .. _. .. .. .. .. .. ... .. .. .. _. .. .i. .. .. .. _. /* .. .. .. .. _. .. ............. .. .. _. .. .. ........................................ .. .. ....s. . .. .. ... .. .. .. .. .. .{.... .. .. /• — — — i$r�, ra�za:� i�.�• ..�.,:.•,y.�-,a-....AES. �. � .. —.....— -- .. .. . . . . . . . . . . . . . . . : : [. .. .. G •E• .. •J ............ Ram (i'i?t�d � -- - - _ .._.. _..............--- .. .._ . ._ .._ .. .. ............ .. .. .. _�. _ .._..... _ .. .. .. .. _ .. _ .. .. .. .. ... . .. �.. ..:....:.. ... . . . . . . . . . . ... . . . . . . . . . . . . : . . . . . . . sig .. .. :lsYi� s E. .. ._ .. .. .. .. .. - -. ... .. .. .. .. .. .. .. .. ...t_.... .. .. .. .. .. .. ...=.1..4i{j d. _ Assessor's Parcel Number: ®� ®o ®� ®®® F4 Scale: 1"= Owner Name s)YA1* '1j01V Address / Phone No. Site Location - Contact: Name Phone oazb= z3, 2�M FOR OFFICE USE ONLY Zoning: General Plan ®esig: Size, Ams 4.00r PROVIDE FOR ALL - A®JACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: 1f ,r f ' fi31 J. MICHAEL EBERTSi ARCHITUT & BUILDER I - I 731/2 Roble Road Berkeley WALL 5"11JP5, 2x6 WALL 5TUr>b; 2x6 California 94705 f'I COMP05ITE WOOF 510ING COMPO5ITE WOOF 51DING 2 11 1 11 1/4 1 -0 i 510. 54& 0847 v. VINYL CA51EMEN'r WINDOW5 VINYL CA51FIVIENT WINPOW5" 1 510 548 0840 f 2X6 DEARING WALL DELOW GIMER; ; PARALLAM DEAM, 5 'I/4" x 14,11" z.1 T 1 11 ! li 1 I! 1 Il 1 C� -v 12 -� -� 81_011 �,,,�� A��► j # ♦ +r # � � s t 4'-6"'-C7" * �'-6" Jl".r}1, �'-1O"i t jl E . f �-116'" ''�%' � � n 2.5 x 4.0 2.5 x 4.0 -- 5.{)X4.0 r 5.)X4.11 , # , 1 # — AL 04F ------------- 1 j/ i l •� , V � / .�.. Bedroom ---- ---- -- -------.__._—t`-=----------_�.._�%',.t,;:-r -.s FU Be��omou,��( � Bedroom o ; ; , "'' �, - �' Y filo ,. - �6Xro� Bohannon Residenco.:' -----------, v)wk?------------- — -- CJ i I Curt � Janet'Bohinnon I Laundry fl l y 3.3 TO Smith 3.941 . Avenue �i 1 J f i 1 i , I t W. 5.3 x''r 7.0 5.3 x17. U (yl_tt.11 .11-.{.I ll 21_0" � /J 1. 011 .1'r,11il �.Y J 1 % i G t f {yJ' _ t M rs California 959,17,r' 1 1.7 X 1.o �t �✓ - _ 2.7x7.0 N --------- ---- -- -- -'------------,-------- - - -�►- Ce i ul space ; jf 1 y _/- u To J. 1 � 1 !i C.J � '- 1 1 I , �1._... <y » .. .. .._....:�- ..�,:�,. ..i, -.t.:::. - .,.,- `�.:...,., _,. "�- „ _ -----,� ----- -- •---' - -----'-a`-'- • r r .+5rr�.�"--I-`.,"--'- � _ `1 . t t '_f> ' N' i♦ ' X !.C) ��i � i , , I _ � S � � - .. :;x �' ".i�# c�'r s'r't, Dining) Room 1571 ----------_', c� _ �, 1 i fl-' _ --- 1 i; 1 ' ' I6 C) it 31 Attic 11 !�stL # _ , • i 1C 2.7 x 7.0 4.7 x 7.0 t9 Butte Coun�i -10 1 n i-.2" 1 11 + � cnliranmental Health Y� I I � , to �-- 0------------- # Signature i , 1 ( �� x Living Room ; ; Kitchen X Family Room �? Bedroom i , , 04, Plan Check 9 99 ck o c� o r f7 i 9'`011 to _ i 1 i0 - Ntv G Pvla JIl :' is- , =L - -------------- --------------- 1 0 1 I , 1 Sala �Prcoject Nuar �: Y AiI Urvili 1 ��=• =ri—.....-. .�._. __...._. # ♦ - ! _� _ i u , # 5.11x4.0 5.0x4.0 6.0x7.0 7,15x4.5 12' O" �1 3,1 T ---___.,__.___..______.___________________________________________ "I'Ilei.�csi�,ils,iJracving5tulcllcic�l:�tic.l7ictecilicr~`ui (7) cot>stitutC the original and unpubtishcd Nvork of "? James Michael Ebe°rts aril imay not be duplicated, used or disdoscd ivr im), otluCr ptupose Without the j ,i prior Written consent of ,). �vllichael Eb rts, Architect. &'-0" O.C. TYr� ♦ ..__.. _ _ --� �._3:•x___'.'. :- -: - ..z .::',--__v.'._T.r�"`L..3�_�q.�it:�aFy3r;.':�F'-{..'ii .iS Co,�yright r)� ._ J n�ii<sriJaEL E -BERM, ARCHITECT ri 32'--51/4" �► Floor Plains Ji •t.i , A, Gond Floor Plan First Floor Plan {` x ;a t l f° •h�+i s1 6`s Z -O% C PIA ak' I 1,--L-I-r 'al A55 OPERABLE Building Cross Section - � 4 ) 1/411 = 1 1-0 it MP051TE ROOF EF.AbRICATEP TRU55E5; F11 ,FTE F,3.AT 1-) 0 R M E R,, -- )OPEN E5RACKET5 ALLOTUE)5; 2x6 IMP051TE woop!51PING - :)ORJ015T5,, TJI #150; 91/2"DEEP QDER; PARALLAM BEAM; 5 1/•4"- x 14 AIR, 15F, C& 7.2", 14T 9D 11.0" DOR JO 15T5; TJI #156i::-91/2',1- PEEP :ZDER, PAKALLAM 13EAM- .5 1/4" x 9.5" CONCRETE; 12" x 30" 1UNDATION WALL; 5" CMU, ,FOUR )UR5E5 HIGH DOTING, CONCRETE; 10"X247 Plot Plan 1 11 = 30' 0 1 01 vv Yz ' n7 EE J. MI-ClUEL.1", X AR H TEKT $� B --E YL............... 731/2 Roble Road Berkeley.a. California kAA 4� 94705 510.548.0847 v. 510. 548. 0846 f. LV ARL% E V Sk L 4 S4 B". -n n -h a,o Ree:ce�y} hurt annon &T- Janet B' ,)941 Smith Avenue Bimgs, California 9 9 17 `-^�� Ei2 j Jz , r. 777 77777 77, T 77777:777� -7 7 04.1 9M Plan Check C, Dale SI 01 1 issue A5- Shown 77-�, Scali P, —oje c -t -N- u --r T Tle-r The Designs, Drawings and Ideas depicted her col.-IstitLite the original and. unpublished )anles -N-lichael Eband ma v not be dui, used or disclosed for anv other p1nj)ose Without the L pn-or writtL-i1 consent of J. Nficlyael Ebeits.Architect: Copyrigjj-,, loog J. P.4]CfiAEL EB RTS, ARCHITECT -,5 Plot Plan/ , Co. In'S �L W structuralr section g soon